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Home My WebLink About4868-50 0 N N L 0 0 0 A CURB CURB CURB, CURB 0 EE E D E SEE DETAIL r' A. B. C, OR D rn �Q A NOTE 2 916 mm PLANTING (3') MIN AREA ------- - X (3') MIN SEE DETAIL A, B, C OR D� 71 A ke 3 3 Vii¢ NOTE 8 Of <U NOTE 2--' CURB F NOTE 2 OFFSET, b /NOTE 8 A TYPE 1 5% MAX X=1220 mm (4') IF ADJACENT TO PLANTING AREA, OTHEWSE SEE TABLE 1 Y z _rl vM EE - q EE O 3.33 •1�;;� : Hllli . rn _ Ito, 5 MAX � TYPE 2 /'%Ae-%r- n CASE D STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION SKEW ANGLE, 0 SKEW ANGLE o=45' CURB RAMP TOP OF OFFSET b=0 SHEET 5 OF 10 25 (1" UNLESS OTHERWISE �� _'� �� 33q• MAX .-2% A TI NOTED ON PLANS A2-0 CURB AND GUTTER rn 75 (3" Y 9 -(4MIN1% 1 - m SEE NOTE 6 -fol PARKWAY OR C -C IS APPROPRIATE. 4' Y 1220 mm(40- EXISTING EXISTING ROADWAY S ill U� CURB CURB CURB, CURB 0 EE E D E SEE DETAIL r' A. B. C, OR D rn �Q A NOTE 2 916 mm PLANTING (3') MIN AREA ------- - X (3') MIN SEE DETAIL A, B, C OR D� 71 A ke 3 3 Vii¢ NOTE 8 Of <U NOTE 2--' CURB F NOTE 2 OFFSET, b /NOTE 8 A TYPE 1 5% MAX X=1220 mm (4') IF ADJACENT TO PLANTING AREA, OTHEWSE SEE TABLE 1 Y z _rl vM EE - q EE O 3.33 •1�;;� : Hllli . rn _ Ito, 5 MAX � TYPE 2 /'%Ae-%r- n CASE D STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANOOFLAN 111-3 R -I CURB RAMP TOP OF SEE IAULE 1 SHEET 5 OF 10 SEE NOTE 6 PARKWAY R -I ROUNDE TOP OF SEE IAULE 1 EXISTING 25 (1" ROADWAY 59 M �� _'� �� 33q• MAX .-2% A TI A2-0 CURB AND GUTTER SECTION A -A 75 (3" USE FIGURE 1 TO DETERMINE WHICH OF SECTIONS A -A, B -B SEE NOTE 6 -fol PARKWAY OR C -C IS APPROPRIATE. 4' Y 1220 mm(40- EXISTING EXISTING ROADWAY S ROUNDED TOP OF EDGE RAMP/ \ DEPRESS BACK OF WALK rSEE E 125 (5" DETAIL A, B, C OR D. r- 2% AX SHEET 10. A2-0 CURB AND GUTTED U 150 (6" SECTION B -B SEE NOTE 6 R PARKWAY EXISTING 4735 (15.79') ROADWAY S9 Mq `�+ \ DEPRESS BACK OF WALK rSEE DETAIL A, B, C OR D, +-2% MAX 1 SHEET 10. A2-0 CURB AND GUTTE U 225 (9" SECTION C -C Y 1220 mm 4' sTANMA@QOPLAN 111tt��nn--� 3 15 mm 3 II ROUNDE TOP OF EDGE RAMP Z 1220 mm ,V Z DEPRESS BACK OF WALK � 33q PCC SIDEWALK SECTION R -R Z OR LESS Z 1220 mm 4' 1420 mm 4' Z DEPRESS BACK OF WALK �33g W�N,, PCC SIDEWALK SECTION S -S STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION sTANMA@QOPLAN 111tt��nn--� 3 PARKWAY WIDTH, m CURB RAMP 2.4 2.7 3.0 3.3 3.6 3.9 4.2 4.5 4.8 5.1 5.4 5.7 6.0 (4' S E O 1 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION ST'4Na t�°c LAN 111-3 PARKWAY WIDTH, m 1.2 1.5 1.8 2.1 2.4 2.7 3.0 3.3 3.6 3.9 4.2 4.5 4.8 5.1 5.4 5.7 6.0 (4' MIN 5' 6' 7' 8' 9' 10' 11' 12' 13' 14') (15') (16') (17') (18'}(20') 25 (1" �� 50 (2" 75 (3" IS M MMmMMMMMrA1M E 100 (4" roll 0 FAI E 125 (5" U 150 (6" ME MENE < LL_ 175 (7" 1 0 INN 4735 (15.79') 200 (8" OMEN, U 225 (9" 1 �■■■■1..\r`iiii��■ Q 250 (10"1 M :2 MEWAM 0 275 (11" z 300 (12" OR MORE FIGURE 1 - SECTION USAGE NORMAL WHERE FIGURE 1 SHOWS USE OF SECTION B -B, FIGURE Z CURB FACE, SECTION Y -Y DIMENSION AS FOLLOWS: mm (INCHES) X, mm (FT) Y, mm (FT) W = PARKWAY WIDTH 50 (2") 1200 (4.00') MIN 790 (2.63') L = LANDING WIDTH, 1220 mm (4') TYP, 915 mm (3') MIN 75 (3") 1200 (4.00') MIN 1185 (3.95') Z - ((Y+L)-W] x 0.760 100 (4') 1200 (4.00') 1580 (5.26') IF (Y+L) < W. THEN Z = 0 125 (5") 1500 (5.00') 1975 (6.58') 150 (6") 1800 (6.00') 2370 (7.90') TABLE 1 SHOWS X FOR A FLARE SLOPE OF 8.33% AT 175 (7") 2100 (7.00') 2765 (9.21') THE CURB FACE. IF L IS 1220 mm (4') OR MORE, X MAY BE MULTIPLIED BY 0.833 FOR A MAXIMUM FLARE �,_($."..)__.._ ..._24.00: (8.00') 3160 (10.53') SLOPE OF 10% AT THE CURB FACE. 225 (9") 2700 (9.00') 3555 (11.84') 250 (10') 3000 (10.00') 3950 (13.16') 275 (11") 3300 (11.00') 4340 (14.47') 300 (12' SEE SHEET 9 FOR STREET SLOPE ADJUSTMENT FACTORS, ALL STREETS TABLE 1 - X AND Y VALUES TABLE 1 REFERENCE FORMULAS: X = CF / 8.333% Y = CF / (8.333% - 2% WALK CROSS SLOPE) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION ST'4Na t�°c LAN 111-3 CURB RAMP SHEET 8 OF 10 ■\\■��■■■��■iii ) 3600 (1200') 4735 (15.79') 1 �■■■■1..\r`iiii��■ STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION ST'4Na t�°c LAN 111-3 CURB RAMP SHEET 8 OF 10 ) 3600 (1200') 4735 (15.79') STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION ST'4Na t�°c LAN 111-3 CURB RAMP SHEET 8 OF 10 CDBASIS Of BEARINGS: BEARINGS ARE BASED ON THE CENTERLINE OF SIERRA AVENUE AS SHOWN ON TRACT 16572, MAP BOOK 304, PAGES 38-44, BEING : N00'01'08"W 305 mm 12" 19 mm 3 4") 6 mm -.}-{.-6 mm (1/4„) GROOVING DETAIL E= E"'O O O O E° o� o 0 0 0 23 mm EN �v0 O O O 0.90 m� SINGLE 0 0 0 0 PATTERN O "TRUNCATED DOME" 60 mm 2.35 DETECTABLE WARNING DETAIL CONSTRUCT FENCE OR HANDRAIL OZc� PER CONTRACT PLANS z a z 150 ,mm °D g RETAINING CURB PAVED SURFACE PAVED SURFACE DETAIL A DETAIL B GRADED SLOPE 2:1 NPAVEO SURFACE mm UNPAVED SURFACE MAX RETAINING CURBS 6" DETAIL C DETAIL D GENERAL NOTES: 1. CONCRETE SHALL BE CLASS 310-0-17 (520-C-2500) CONFORMING TO SSPWC 201-1.1.2 AND SHALL BE 100 mm (4") THICK. 2. THE RAMP SHALL HAVE A 305 mm (12") WIDE BORDER WITH 6 mm (1/4") GROOVES APPROXIMATELY 19 mm (3/4°) OC. SEE GROOVING DETAIL 3. THE RAMP SURFACE SHALL HAVE A TRANSVERSE BROOMEO SURFACE TEXTURE CONFORMING TO SSP19C 303-1.9. 4. USE DETAIL "A" OR "B" IF EXISTING SURFACE BEHIND LANDING IS PAVED. 5. USE DETAIL "C" OR "D" IF EXISTING SURFACE BEHIND LANDING IS UNPAVED. 6. R = 900 mm (3') UNLESS OTHERWISE SHOWN ON PLAN. 7. ANGLE _ A/2 UNLESS OTHERWISE SHOWN ON PLAN. 8. CONSTRUCT DETECTABLE WARNING SURFACE PER DETAIL THIS SHEET. MATERIALS SHALL BE PER CONTRACT DOCUMENTS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION srnNMARDC LAN 111EEiTRR-3 CURB RAMP SHEET 0 OF 70 &Uj "Y1W1f1V el lee,5 45;60 �pF LSS/pv9l CIO .,`OND J. <<, � � No. 36052 �' Exp. 6-30-20 � \`P�,9�, CIVIL ��? F CAL1Fp� Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION Of REQUIRED -ORIGINAL $ENCHMARK Prepared By: CITY OF FONTANA CALIFORNIA PREPARED FOR: CITY OF FONTANA BM -361 R.R. SPIKE IN PP N0. ROF ss/0 IMPROVEMENTS NOT COMMENCE WITHIN 1536697E AT THE SW CORNER OF BASELINE AVENUE ALLARD ENGINEERING- o Q'IE! pet., J. _ _ AUTO CENTER. DRIVE C= TWO YEARS Of THE DATE OF APPROVAL C1T1/ QF MON AND AND -SULTANA AVENUE. ELEVATION: 1365.01, SINCE Civil Engineering -Land Surveying - Land Planning SHOWN HEREON AND CARRIED FORTH INA 8353 SIERRA AVENUE DESTROYED 8253 Sierra Avenue � � DRAWN BY: SCALE: DIAL DILIGENT MANNER, THE CITY ENGINEER MAY FONTANA, CA 92335 SITE BENCHMARK Fontana, California 92335 � No. 36052 m BKA STREET IMP OVEMENT PIAN AS NOTED TWO WORKING w � DESIGNED BY: DATE: BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO (909) 350-7610 SW CORNER, SEC. 31, TAN., R.SW., S.BM.-2" I. P. (909) 356-1 5 Fax (909) 356-1795 � �P• 6/30/12 � BKA SEPTEMBER 2010 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH FAX 909 350-6618 WITH BRASS CAP C.S.M. AT THE INTERSECTION OF •7-& • c? s� •P . - _ � ) � q c I v ��- CHECKED BY. AP VED DRAWING NO., 5 TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT BASELINE AVENUE AND CITRUS AVENUE. Raymond 1. d A.C.E. 36052 Date � pF cAL�F� RJA DATE: �4' le.; A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT � �E.� 02Q��s Zo ` ELEVATl01�k 13951.16 (expires 6/30/2012) CITY ENGINEER R.C.E. 51152 4868- 5 Filename: 1:\14929 Loop Road\DWG's\Enol Design\Street Plans\Sheet 5.dwg