Laserfiche WebLink
.NMI <br />Transition to match <br />existing sidewalk slope <br />143+23.42 (56.14' <br />FL Elev 16.18 <br />�s <br />f <br />143+29.80 (46.86' Lt) \ <br />FL Elev 16.20 <br />143+33.65 (43.04' Lt)_ <br />FL Elev 16.22 <br />143+27.92 (58.32' Lt) <br />BOW Elev 16.91 <br />CURB RAMP 1 <br />CASE C <br />143+33.52 (50.19' Lt) <br />BOW Elev 16.26 <br />143+42.98 (36.75' Lt) <br />FL Elev 16.24 <br />143+36.94 (46.81' Lt) <br />BOW Elev 16.28 <br />143+45.11 (41.28' Lt) <br />0 BOW Elev 16.98 <br />9 <br />CURVE DATA ALONG FL <br />R <br />D I T L <br />I X <br />Y <br />44.50'13603'17" <br />J 14.48' 128.00'114.00' <br />38'04'00" <br />14.00' <br />M A T H E W S <br />143+36.22 (41.71 ' Rt)_ <br />FL Elev 16.19 <br />143+32.17 (45.32' Rt) <br />FL Elev 16.17 / <br />143+24.83 (55.02' Rt) <br />FL Elev 16.14 h <br />�F <br />/r <br />Transition to match <br />existing sidewalk slope <br />�1 <br />1oa <br />�� 9 . <br />cn% <br />County <br />S' Transition to match <br />existing sidewalk slope APB] <br />143+46.80 (35.50' Rt) <br />FL Elev- <br />1 16.22 <br />5' Transition to match <br />existing sidewalk slope <br />43+48.75 (40.10' Rt) <br />BOW Elev 16.91 <br />143+39.31 (45.64' Rt) <br />BOW Elev 16.25 <br />CURB RAMP 2 <br />143+35.72 (48.84' Rt) CASE C <br />BOW Elev 16.23 <br />CURVE DATA ALONG FL <br />R <br />0 <br />T L <br />X <br />Y <br />45.07' <br />38'04'00" <br />15.55' 29.94' <br />14.97' <br />14.97' <br />143+29.19 (57.47' Rt) <br />BOW Elev 16.78 <br />CURB RAMP DETAIL <br />Mathews Road at Manthey Road <br />NOTES: <br />1. ± indicates existing elevation (Conform) <br />2. For accurate right of way data, contact Right of Way Engineering at the <br />Caltrans District 10 Office. <br />3. Existing utility facility information is incomplete. <br />4. For details not shown, see Caltrans' RSP A87A, A87B, A88A and SP D71. <br />5. For Curb Ramps 1 & 2, clear or grade beyond their respective ends of <br />curb, gutter and sidewalk to prevent accumulation of water on the curb <br />ramps, and direct runoff to drainage zones behind those curb ramps. <br />® 1' wide x 0.50' thick HMA (Miscellaneous Areas) <br />Detectable Warning Surface <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY <br />Ryan Yamada 06/171'41'/Ilr <br />DRAWER SHEET N0. R ON DATE <br />� 5by <br />Cl <br />BOW Elev 16.70 <br />CURB RAMP 3 <br />CURVE DATA ALONG FL <br />R <br />0 T <br />L <br />X Y <br />44.00' <br />36'27'30" 14.49' <br />28.00' <br />16.12' 11.88' <br />JJr r � <br />f� <br />CASE C / <br />Relocate Exist Roadside Sign 144+98.54 (48.86' Lt) <br />from Sta 145+00 (50' Lt) from Elev 16.89 <br />to Sta 144+95 (50' Lt) F 144+99.23 (49.60' Lt) <br />0 �O� BOW Elev 16.87 <br />145+02.89 (46.19' Lt) <br />144+93.13 (44.26' Lt) FL Elev 16.24± <br />BOW Elev 16.42 6lb <br />144+89.03 (41.74 Lt) 145+02.10 (45.37 Lt) <br />BOW Elev 16.49c� FL Elev 16.26 <br />� o -� <br />rpgJ 144+96.01 (40.18' Lt) <br />FL Elev 16.36 <br />144+77.86 (37.81' Lt) '`o 0 144+91.40 (37.32' Lt) <br />BOW Elev 17.21 FL Elev 16.43 <br />- - Transition to match <br />existing sidewalk slope 5 <br />144+78.79 (32.90' Lt) <br />FL Elev 16.55 <br />M A T H E W S <br />CURVE DATA ALONG FL <br />R A <br />T <br />L <br />X <br />Y <br />43.59' 39'46'51"115.77'130.27'117.74'112.53' <br />10.00' <br />83' 17'05" <br />8.89' <br />DATE <br />1191le COUNTY OF SAN JOAQUIN <br />tfl� <br />C� <br />Rt) \ c \ <br />uvTw L_wv 1 v.vv <br />I I II <br />II <br />II <br />II <br />( II <br />145+51.15 (45.20' <br />FL Elev 16.45± <br />145+51.15 (41.67' <br />FL Elev 16.51 <br />145+51.15 (36.67' <br />FL Elev 16.59 <br />145+51.14 (32.17' <br />FL Elev 16.64 <br />Tra <br />existing sidewalk slope <br />145+56.58 (36.32' Rt) <br />FL Elev 16.48 <br />145+51.66 (42.00' Rt) <br />FL Elev 16.42 <br />N <br />co <br />145+51.25 (54.30' Rt) <br />FL Elev 16.37 T <br />145+51.26 (55.30' Rt) <br />FL Elev 16.37± _1<11 <br />i <br />CURB RAMP DETAIL <br />Mathews Road: Westside of Route 5 <br />h% <br />'ON 133HS <br />t 11l'r"e-14I <br />CURB RAMP 5 <br />CASE F <br />Joao <br />County <br />_t) <br />' Lt) <br />Relocate Exist Roadside Sign <br />from Sta 145+69 (39' Lt) <br />to Sta 145+73 (39' Lt) <br />12 (37.15' Lt) <br />17.25± <br />Lt) <br />146 <br />145+69.74 (34.01' Rt) <br />FL Elev 16.53 <br />5 X10 , �. __--- <br />Transition to match <br />6.6% existing sidewalk slope <br />145+70.39 (38.96' Rt) <br />BOW Elev 17.31 <br />145+58.85 (40.77' Rt) <br />BOW Elev 16.54 <br />145+56.39 (43.61' Rt) <br />BOW Elev 16.48 <br />145+54.01 (49.10' Rt) <br />Adjust Pull Box F&C to finished grade <br />145+56.25 (54.23' Rt) CURB RAMP 6 <br />BOW Elev 17.14 CASE C <br />\_145+56.26 (55.23' Rt) <br />BOW Elev 17.14 <br />CURVE DATA ALONG FL <br />R <br />0 <br />T <br />I L <br />I X <br />I Y <br />10.00' <br />83' 17'05" <br />8.89' <br />14.54' <br />7.27' <br />7.27' <br />RECORD DRAWING <br />Corrections By <br />No Changes <br />Date 11 it <br />AnY t"InQa�ohr <br />AN tnfbrm'0By lnsplg , She f <br />PP <br />DI <br />LU No. 42581 a <br />C/Vlt ,Qat <br />a <br />"O • <br />David Mendoza <br />RCE 42581 <br />NO SCALE CONSTRUCTION DETAILS ASH STREET AND MATHEWS ROAD RESURFACING <br />(Harlan Road to French Camp Road; Howard Road to Harlan Road) <br />SHEET TOTAL <br />NO. SHEETS <br />5 7 <br />