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HomeMy WebLinkAbout4849-261220 mm A 915, mm 3) MIN 1220 Knm 4' 9151 rnm 3 MIN oval TRANS171QN be -1K 4;1 `MIN (3MI15 N MOTE e NOTE 2 II 8.; 331 Iz ; CURiB' F CURB' CURB FAKE x c. 1220 mm (4' ) A` A OR B 1220 1220 mm < (4') A OR 8 SEE FIGURE 1 "NEIN Y 4 3 IYEE 1 ODI~ BREAK �i TYP. CASE A STANDARD. PLANS FOR PUBLIC WORKS CQ.N~sTRU,CTION SAMfNIe N t11-3. F STAN ��pp PLAN M�1rRI C Pu., c :( CURB,RAMP 111-'3 11N I 64 1000: l001! 1155 (3.95') SHEET 1 QF10 a SEE NOTE .6 SAMfNIe N t11-3. F -CURB RAMP ' R Y 1220 mm ' 4'. 1200 (4.00') MIN 1155 (3.95') I5 mm 3 E)OSTING t 25 (5") ROUND TOP OF ROOWAY. S� EDGE RAMP I 2100 (7.00') m I I ,rteINN MEE MENNEN 200 (8-) MEN►�!�■■���■■MEN 3160 (10.53') 225 (9 A2-0 CURB AND .GUTTER 3555 (11:84') 250 (10') 3000.(1-0-00,) SECTION A -A 275 (11") 3300 (11.•00') t■NHS/w 300 (12") USE FIGURE 1 TO DETERMINE ■■0 NOTES: VMICH OF SECTIONS A -A, B -B SEE NOTE 6 .MEN PARKWAY OR CWC IS APPROPRIATE, R Y 1220 mm 41 SEE DOTE 6 EXISTING PARKWAY ROUNDED TOP OF OR. C -C IS -APPROPRIATE, ROADWAY 3 �.Y,k F�GE RiiAP, �. DEPRESS BACK; OF WALK SEE EXISTING USE DETAIL "A" OR "6" IF EXISTING SURFACE BEHIND LANDING IS PAVEO, oETIL a, 8, c OR' D; ROUNDED TOP OF USE OET,AIL "C" OR "D" IF EXISTING SURFACE BEHIND( LANDING IS UNPAVED. . ;mw -AX. -SHEET 10. EDGE RAt�P� '� DEPRESS SACK OF WALK A2-0 CURET AND GUTTE4- ANGLE = 6/2 -UNLESS OTHERWISE SHOM :ON PLAN. SEICTION B 'B CONSTRUCT DETECTABLE WARNING. SIURFACE PER . DETAIL THIS SHEET. MATERIALS SEE NOTE 6 RPARKWAY EXISTING •.... 2 ax f $HEFT 1O; ROADWAY 5' 'kA)( A2-0 CURB AND GUIs EF3~ -- ~DEPRESS. BACK OF WALK SECTION B --B SEE DETAIL. A, 8, C OR D, -a-4X MAX : f SHEET 10: ROADWAY s x --0 MIRB.AND GUTTER S.ESCTLQN.....c--c z OE"PRESS .BACK .OF WALK SECTION R - R. ,-�-Z OR -LESS mrn (4:)_ f '�. 1220 mm (4) Z v,b�EP/Re'sS Da�c1c o` WALK I � q 9• PCC SI DEWALk SECTION S -S STANafVRD PLANS :FDR PUBLIC WORKS CONSTRUCTION SAMfNIe N t11-3. F -CURB RAMP ' NOTE 2 .1 BENCH MARK NO. 119 LOCATION: BRASS CAP NORTH END OF NORTHWEST CORNER OF SIERRA AVENUE AND ARROW BOULEVARD. ELEV. 1275.25' Underaround Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VAUD FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG may. CLIENT- CI T UF FUN IANA JOB 101-49 z=x � z=x 915 3T) corn � 3 MIN �- NOTE 2 N LQ �g L 3 4 8,33 it i=`a: 33% CURB NOTE 8 CURB FACE X X 1220 mm 4 ....� 1" ci ¢d 3t 3:N4 . F CURB RAMP ' NOTE 2 CURB' CURB FACE TYP E 1 TYP E 2 CASE B STANDARD PLANS FOR PU®LIC WORKS CONSTRUC71ON STANDtTR?CpLAN 1'i13 F CURB RAMP 1200 04.00') MIN -- sty 4 Cf 10 PARKWAY WIDTH, m 1.2 1.5 1.8 2.1 2.4 2,7 3.0 3.3 3.6. 3.79 44,2 4:5 4..8 5.1 5..4 57 6.05 (1 I / 1 1 r 1 1 / r G' 13' 4' 15,)- 1 6'(t7') (13') 19' 20') _ 25 (1 91.)1 50 (2 75 (3" 100 (4" E 125 (;„ Lv ISO (60, U I 175 (7" X 200 (11" L) < 250 (10" 300 (12" OR MORE FIGURE 1 SECTION USAGE NORMAL CURBS FACE. rnm (INCHES) X, mm , (FT) SECTION Y -Y Y, mm (FT) 50 (2`) 1200 04.00') MIN 790 (2.63') 7S (3") 1200 (4.00') MIN 1155 (3.95') 100 (4"' 1200 (COO') 1580 (5;26') t 25 (5") 1500 (5.00') 1975 (6.518') 150 (6") 1800 (6.00`) 2370 (7.90') 175 (7.) 2100 (7.00') m I I ,rteINN MEE MENNEN 200 (8-) MEN►�!�■■���■■MEN 3160 (10.53') 225 (9 2700 (9.00') 3555 (11:84') 250 (10') 3000.(1-0-00,) 3950 (13.16') 275 (11") 3300 (11.•00') t■NHS/w 300 (12") \t ■■0 NOTES: 1. Edall.1m .MEN hkkb. 2. ENEEMENEMEmbs. OR MORE FIGURE 1 SECTION USAGE NORMAL CURBS FACE. rnm (INCHES) X, mm , (FT) SECTION Y -Y Y, mm (FT) 50 (2`) 1200 04.00') MIN 790 (2.63') 7S (3") 1200 (4.00') MIN 1155 (3.95') 100 (4"' 1200 (COO') 1580 (5;26') t 25 (5") 1500 (5.00') 1975 (6.518') 150 (6") 1800 (6.00`) 2370 (7.90') 175 (7.) 2100 (7.00') 2765 (9.21') 200 (8-) 2440 (8.00') 3160 (10.53') 225 (9 2700 (9.00') 3555 (11:84') 250 (10') 3000.(1-0-00,) 3950 (13.16') 275 (11") 3300 (11.•00') 4340 (14.47') 300 (12") 3600 (12.00') 4735 (15.79') SEE SHEET 9 FOR STREET SLOPE ADJUSTMENT TACTORS, .ALL STREETS TABLE 1 - X AND Y VALUES TABLE 1 REFERENCE FORMULAS: X = CF /' 8.333% Y - CF (5.333% - 2% WALK CROS -S SLOPE) WHERE FIGURE 1 SHOWS USE OF SECTION B --B, FIGURE Z DIMENSION AS FOLLOWS: W = PARKWAY WIDTH L m LANDING WIDTH, 1220 mm (4') TYP, 915 mm Z = [ (Y+L)--W] x 0.760 If (Y+L) < W, THEN Z = 0 TABLE 1 SHOWS X FOR . A FLARE SLOPE OF 8.33r. AT THE CURB FACE. IF L IS 122© mm {4') OR MORE, X MAY BE MULTIPLIED by 0.833 FOR' A MAXIMUM FLARE SLOPE OF 10% AT THE CURB FACE. TKE ENGINEERING, INC. M. RC 2305 CHICAGO AVENUE �y Fy RIVERSIDE CA 92507 a (951) 680-0440 Na699U34 EV.9_30-12 ERING FAX (951) 680-0490 9� A )_1_%^4 (0 __u - (0 CALIF TERRY RENNER R.C.E. No. 69984 REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES: 9-30-12 SKEIN ANGLE ci­ OFFSET b=0 UNLESS OTHERWVI NOTED ON PLAN; A Z sYano� IcPLlan 9 OP 10 CURB RAMP111-3SHEET CURE RAMP o PER CONTRACT PLANS -- t4E ca 150 mm E E E SEE DETAIL �crn A, 8, C,�0R0 mm TOP' OF I A f. �Ak. _ EDGE DETAIL RAMP NOTE 2 PLANTING 37G I�AIt '�" (3') IMIN AREA REGR ADE ,- CURB` CURB FACE (3') MIN SEE DETAIL A. B, C OR Dt At. 3 '" 4 NOTE S ac u �u NOTE 2�' _.�- CURB CuRe FACE 0 T 2 NOTE 8 :1npi:li .fI •:' t . A .:I: :1:1Iii` :(r TYPE 1 5%MAX X-1220 mm (41 IF ADJACENT TO PLANTING AREA. OTHEWISE SEE TABLE I CASE C Y 0111 New �M v E E (Lll.iltl7,( II A E 5 MAX TYP E 2 CASE a 1220 mm '47)� 915 mng X11 N Z DOWN 2.UP GRADE BREAK in T1 'n i CURSG TTU X.DOWN CURB FACE SLOPE, S � 22{�mm (a') TYPICAL. CURB RAMP X.QOWN ?(.UP BACK OF WALK I S GUTTER SECTION! T -T FLOW LINE SLOPED STREET FOR SLOPED STREETS. MUL11PLY THE DIMENSIONS PARALLEL TO THE STREET, K AND 2. UPSTREAM AND DOWNSTREAM OF THE RAMP, 8Y THE FACTORS IN THE FOLLOYANG TA13LF- FQk EXAMPLE, X.pQWN = X K KDOWN S IKbOWN K.UP 0% 1;040 11400 0.2% 01.977 1.025 0.5% 4,943 1.064 1% 01.893 1.136 27. 0.806 1.316 3% 0.735 1.563 X47. 0.676 1.923 5% 0.625 2.500 TABLE 2 SLOPE ADJUSTMENTS TABLE 2 REFERENCE FORMULAS, K. DOWN 8.333% (8.333% + S) K. UP 8.3339 / $: 333% - S) STREET SLOPE ADJUSTMENTS STANDARD PLAITS FOR PUBLIC 'WORKS CONSTRUCTION sYano� IcPLlan 9 OP 10 CURB RAMP111-3SHEET GRADING IMPROVEMENT PLANS CAMPUS PARKING LOT PROJECT SHOULD CONSTRUCTION OF THE .SEE NOTE .6 AN - .. 111-3` PAMWAt- CURE RAMP o PER CONTRACT PLANS -- R ca 150 mm Y 122-0 mm 4' EXISTING PAVED SURFACE ROUNDED 915 mm TOP' OF I ROADWAYS�. �Ak. _ EDGE DETAIL RAMP GRADED SLOPE 2.1 rnm NPAVP SURFACE NPAVED SURFACE RETAINING CURB- 6° MAX 37G I�AIt '�" A2-0 CURB AND GUTTER DETAIL D DETAIL C SECTION A-- A GENERAL NOTES: 1. CONCRETE SHALT. BE CLASS 314-C-17 (520-C:--2500) CONFORMING TO U5E FIGURE 1 TO t}ETERMINE SSPWC 201--1,1.2 AND SHALL BE 100 ,Horn (4") THICK. 2. WMICH OF SECTIONS A -A, B -B SEE DOTE 6 PARKWAY OR. C -C IS -APPROPRIATE, THE RAMP SURFACE SHALL HAVE A TRANSVERSE GROOMED SURFACE TEXTURE. R' Y 1220 mm 4' EXISTING USE DETAIL "A" OR "6" IF EXISTING SURFACE BEHIND LANDING IS PAVEO, ROUNDED TOP OF USE OET,AIL "C" OR "D" IF EXISTING SURFACE BEHIND( LANDING IS UNPAVED. ROADWAY 3 EDGE RAt�P� '� DEPRESS SACK OF WALK 7. ANGLE = 6/2 -UNLESS OTHERWISE SHOM :ON PLAN. SEE DETAIL A, 8, C OR D, CONSTRUCT DETECTABLE WARNING. SIURFACE PER . DETAIL THIS SHEET. MATERIALS •.... 2 ax f $HEFT 1O; A2-0 CURB AND GUIs EF3~ SECTION B --B SEE NOTE 6 RPARKWAY EXIS71NG ROADWAY s x -- DEPRESS BACK of WALK SEE ;DETAIL A. B. C OR D. -•-:29 WAX SHEET 10. rj A2-0 CURS AND CUTTER SECTION C -C m 4' Z ✓--,, DEPRESS 8ACK OF WALK SECTION R -R CC -SIDEWALK N'S -S. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION1112c AN - .. 111-3` CURB RAMP CURE RAMP o PER CONTRACT PLANS -- SWEE 1. If 305 mm 12" 19 rn) 6 mm6 mm GROOVING DETAIL EI- @ 0 0 cQ 23- mm E c! u -so SINGLE PATTERN "TRUNCATED DOME" 64 mm 2:35 aETECTABLE__WAR ING DETAIL STANDARD PLANS FIOR ` UBLIC WORKS. CONSTROCT10N CONSTRUCT ,FENCE AOR' HANDRAIL CURB RAMP o PER CONTRACT PLANS -- ca 150 mm PAVED SURFACE RETAIhIiNG CURE -� PAVED SURFACE DETAIL B DETAIL GRADED SLOPE 2.1 rnm NPAVP SURFACE NPAVED SURFACE RETAINING CURB- 6° MAX DETAIL D DETAIL C GENERAL NOTES: 1. CONCRETE SHALT. BE CLASS 314-C-17 (520-C:--2500) CONFORMING TO SSPWC 201--1,1.2 AND SHALL BE 100 ,Horn (4") THICK. 2. THESHALL HAVE A 305 mm (12.") WOE BORDER WITH 6nim (I/+") .RAMP -GROOVES ,APPROXIMATELY 19 mm (3/4") OC! SEE GROOVING DETAIL 3, THE RAMP SURFACE SHALL HAVE A TRANSVERSE GROOMED SURFACE TEXTURE. CONFORMING TO SSPWC 303-1.9. 4, USE DETAIL "A" OR "6" IF EXISTING SURFACE BEHIND LANDING IS PAVEO, 5. USE OET,AIL "C" OR "D" IF EXISTING SURFACE BEHIND( LANDING IS UNPAVED. 6. R = 440. mrn (3') UNLESS OTHERWISE SHOWN ON PLAN. 7. ANGLE = 6/2 -UNLESS OTHERWISE SHOM :ON PLAN. 8. CONSTRUCT DETECTABLE WARNING. SIURFACE PER . DETAIL THIS SHEET. MATERIALS SHALL BE PER CONTRACT DOCUMENTS. STANDARD PLANS FIOR ` UBLIC WORKS. CONSTROCT10N SM Vt§eLAN 111--3 SH CURB RAMP REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON MAN BY: AND CARRIED FORTH IN A DILIGENT TME MANNER, THE CITY ENGINEER MAYDESM BY: REQUIRE REVISIONS TO THE PLANS TO TMR BRING THEM INTO CONFORMANCE WITH OfCM BY. CONDITIONS AND STANDARDS IN EFFECT. TMR CITY OF FONTANA, CALIFORNIA GRADING IMPROVEMENT PLANS CAMPUS PARKING LOT IMPROVEMENTS�` AS saowx STANDARD TAILS DAM - OCT. nolo DAIS DRIINING NO.: 26 D -, 2.0 • rO 4848 27 -CrM ENGINEOt R.C.E No. 51152 ��+',.�,.y. p l'm i