Loading...
HomeMy WebLinkAboutRenton Ave South Resurfacing - Curb Ramp Details for Earlington Townhomes.pdfII I o I NORTH SIDE S 132TH ST RETURN AND ADA RAMP TABLE NUMBER TYPE STATION OFFSET FLOWLINE ELEVATION CURB HEIGHT DESCRIPTION CENTER cl) MATCH 9M+40-00 151N) I T 239.98* 0" ON J C2) - - 200+81.74 15.00 LT 246.12 6" C3) PC 200+97.88 15.00 LT 248.50 6" L=30.14', R=13.00' 0=132'49'35" 200+97.88 28.00 LT C4) 1/4 201+05.00 17.12 LT 250.65 3 " C5) 1/2 18+91.67 37.65 RT 250.80 0" C6) 3/4 18+87.06 31.82 RT 251.20 on C7) PT 18+80.01 29.47 RT 251.60 0" C8) RAMP 18+74.55 29.30 RT 251.89 0" C9) RAMP 18+59.56 28.82 RT 252.87 6" cl 0) MATCH 18+54.57 28.66 RT 253.19* 6" Cl 1) SW MATCH 200+71.55 23.50 LT --- (12) SW PC 200+75.61 23.50 LT --- --' L=10.35', R=15.00' A=39'31'04" 200+75.61 8.50 LT 13 SW1/2 200+80.68 22.62 LT Cl 4) SW PRC 200+85.15 20.07 LT --- -�- L=13.79', R=20.00' 0=39'31'04" 200+97.88 35.50 LT 15 SW 1/2 200+91.12 16.68 LT --- --- 16 SW PT 200+97.88 15.50 LT I ---- __ 0 ,*, 000 0°0 0pp00 0 0°0°00 0 0 0 00°0°0°0 0 0°00°0 0° 0 p00 0 c9J ADDITIONAL CURB RAMP NOTES 1. ELEVATIONS WITH " * " CONTRACTOR SHALL MATCH EXISTING ELEVATIONS AT EXISTING CURB/SIDEWALK TIE-INS. (APPROXIMATE ELEVATIONS LISTED). 2. CONTRACTOR TO FIELD VERIFY AND ADJUST RAMP LENGTH TO MEET RAMP SLOPE REQUIREMENTS PER DETAILS. THE CURB RAMP MAXIMUM RUNNING SLOPE AT THE BACK OF THE RAMP SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15 -FEET. 3. CURB RAMP. CROSS SLOPE SHALL NOT EXCEED 2.0% UNLESS DOCUMENTED IN A MAXIMUM EXTENT FEASIBLE (MEF). 4. LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTION UNLESS DOCUMENTED IN A MAXIMUM EXTENT FEASIBLE (MEF). 5. THIS RAMP CONTAINS NON -ADA COMPLIANT ELEMENTS WHICH ARE DOCUMENTED IN A MAXIMUM EXTENT FEASIBLE (MEF) DOCUMENT. wFOR BID r • - • EAT APPROVED FOR CONSTRUCTION CITY OF RENTON DATE 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY co cn (n cn wry Q_ ON J o �a o Q N z a z O LL Oi Cj .� LLJW a UJ w W Cl Z Off'' 4t p.4 s ti W o ,_. � , god Q W ❑ o 0 > Q Z Y Z o Qom„ I - 0 C] U Q O 0 0 0 Q_ wry Q_ ON Q W 00 H � Q z a z O LL Oi Cj .� o a UJ w cri Cl Z SHEET: 29/RP-3 OF: 70 J08 NO.: 17534 DWG: RAMP -DET 0 wry ON F 00 H � z a O LL Oi EZPC .� o a UJ w cri Cl Off'' 4t p.4 s ti W o ,_. � , god Q W ❑ SHEET: 29/RP-3 OF: 70 J08 NO.: 17534 DWG: RAMP -DET 0 z z 0 z a O LL z 0 o a UJ w cri z 3: J_ W o ,_. Z D o 0 z W Q W ❑ o 0 > Q Z Y Z o I - z w SHEET: 29/RP-3 OF: 70 J08 NO.: 17534 DWG: RAMP -DET I Li 0 Q z Y Q 0 oo N N v� W c v a� U) 0 s a c rn ay rn O O c �U 0 U) Q) L- 0 U) c N 0 c 0 4-1c a� / 0 z W i E I/ ISLAND (RENTON AVE S) RETURN AND ADA RAMP TABLE NUMBER TYPE STATION OFFSET FLOWLINE ELEVATION CURB HEIGHT DESCRIPTION CENTER ci) ** PC 18+74.54 14.74 RT 252.52 6" L=26.10', R=8.31' 0=180'00'00" 18+74.54 6.43 RT C2) 1/4 18+68.66 12.30 RT 252.80 6" C3) 1/2 HP 18+66.23 6.43 RT 253.09 6" C4) 3/4 / 18+68.67 0.55 RT 252.93 6" C5) ** PT 18+74.54 1.88 LT 252.66 6" C6) ** LANDING 18+82.55 2.17 LT 252.16 0"/6" U C7) ** LANDING 18+91.05 2.47 LT 251.62 0"/6" C8) ** PC 19+11.85 3.22 LT 250.31 6" L=15.62', R=7.50' A=119' 18'55" 19+12.12 4.28 RT C9) ** 1/2 19+18.46 0.26 RT 249.93 6 " ci 0) ** PCC LP 19+18.79 7.71 RT 249.58 69s L=16.97', R=15.00' 0=64'48'06" 19+05.46 0.84 RT ci D ** 1/2 19+13.03 13.79 RT 250.01 6" 12 ** PT 19+04.92 15.83 RT 250.43 6" ci 3 ** LANDING 18+83.51 15.06 RT 251.84 0"/6- "/6"14 C1 4)** LANDING 18+75.02 14.75 RT 252.41 0"/6" 15 AP 18+75.20 18+75.20 252.31 6" 16 AP 18+82.73 18+82.73 252.24 6" 17 AP 18+91.23 18+91.23 251.69 6" 18 AP 18+83.72 18+83.72 251.76 6" NE SIDE RENTON AVE S RETURN AND ADA RAMP TABLE NUMBER TYPE STATION OFFSET FLOWLINE ELEVATION CURB HEIGHT DESCRIPTION CENTER ci 9) MATCH 18+62.91 28.93 LT 252.83* 6" (20 RAMP 18+67.91 29.10 LT 252.52 6" 2 LANDING 18+82.90 29.60 LT 251.54 0" 22 LANDING 18+88.90 29.80 LT 251.15 0" 23 RAMP 18+94.89 30.00 LT 250.76 6" 24 MATCH 19+05.76 30.36 LT 250.05* 6" ** SPILL CURB S 132ND ST \ o° \ 0000° \ \ 0 ;i-'60000 00 0 \ 0 0°o°O0 \ °0000000 0 � \ °00000 00 �\ \ oo° 0 000 00 000 0 0 0 o0c \, 0 aoo �.. � 00°00 o 00a \ -- --- 0op4� 1 N 0000 0000:' 0 0°°° II 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY ao 0 Z Q o m o 0 N 0 PR Z I1 - O Q- V) •• o 02 Z = (n Z R H a 6 Li > Z Y _J W w V- O 3 W Q w a V 0a > Z Y U F - Q SHEET: 30/RP-4 OF: 70 JOB NO.: 17534 DWG: RAMP -DET 0 Z Q 1141 E-4 ro H �i 0 0 PR Z I1 - O 9-111 V) N 02 Z = (n Z R H a 6 ! roll �`�Yy$ Z SHEET: 30/RP-4 OF: 70 JOB NO.: 17534 DWG: RAMP -DET 0 Z 1141 E-4 ro H �i 0 PR O I1 - 9-111 H N 02 Z = (n Z R H a ! roll �`�Yy$ 4 _J SHEET: 30/RP-4 OF: 70 JOB NO.: 17534 DWG: RAMP -DET 0 Z V O I1 - H Z Z = (n o W _J W w V- O Z © (1) w W Q w a V 0a > Z Y z O F - Z W w SHEET: 30/RP-4 OF: 70 JOB NO.: 17534 DWG: RAMP -DET J W Q z Of Q 0 oo O r N rn 3 w 0 CL OfQ v a� v a rn a� 0 rn O 0 rn �U v a� s 0 a� c Q) v c 0 c z 0 z ry loo S 132ND ST SW CORNER RENTON AVE S & S 132ND ST RETURN AND ADA RAMP TABLE NUMBER TYPE STATION OFFSET FLOWLINE ELEVATION CURB HEIGHT DESCRIPTION CENTER cl) RAMP 200+97.69 21.30 RT 246.80 0" L=26.97', R=100.00' A-15'27' 10" 200+90.08 121.01 RT (2) RAMP 201+07.06 22.47 RT 246.93 6" (3) 1/2 201+11.03 23.23 RT 246.99 6" C4) PCC/RAMP 201+22.29 26.34 RT 247.19 6" L=51.07', R=175.00' A=16'43' 10" 200+60.94 190.19 RT C5) LANDING 201+33.56 30.97 RT 246.83 0" (6) LANDING 201+39.15 33.64 RT 246.47 0" C7) RAMP 201+44.47 36.41 RT 246.12 6" 8 1/2 201+47.03 37.83 RT 245.87 6" (9) 3/4 201+57.90 44.51 RT 245.19 6" 10 PT/MATCH 201 +68.26 51.96 RT 244.49* 6" SOUTH ISLAND, RENTON AVE S & S 132ND ST RETURN AND ADA RAMP TABLE NUMBER TYPE STATION OFFSET FLOWLINE ELEVATION CURB HEIGHT DESCRIPTION CENTER cl 1) PRC 201+19.28 6.71 RT 248.41 6" L=7.10', R-2.50' A= 162040'03" 201 +20.10 4.35 RT (12) 1/2 201+17.64 3.89 RT 248.54 6" cl 3 PT 201 +20.18 1.85 RT 248.68 0"/6" (14) RAMP 201+28.38 2.12 RT 248.61 0"/6" v J Cl 5) RAMP 201+34.37 2.32 RT 248.56 6" Cl 6) PC 201+35.24 2.35 RT 248.55 6" L=11.88', R=15.00' A=45'23'38" 201+34.74 17.34 RT cl 7 1/2 201+40.99 3.70 RT 247.33 6" 18 PT 201+45.77 7.17 RT 247.92 6" cl 9) PC 201+68.67 31.99 RT 245.62 6" L=4.55', R=1.50' Q=173'40'36" 201+67.57 33.00 RT (20) 1/2 201+68.65 34.05 RT 245.65 6" 21 PRC 201+66.59 34.14 RT 245.68 6" L=55.01', R=145.00' A=21'44' 17" 200+71.52 143.62 RT 22 1/4 201+55.79 25.62 RT 245.59 6" 23 RAMP 201 +46.71 19.64 RT 247.20 0"/6" 24 RAMP 201+41.58 16.67 RT 247.54 0"/6" 25 3/4 1 201+32.03 11.85 RT 248.04 6" 5' 2.5' 0 5' 10 1 SCALE: 1 "=5' Sp/<\C�Re APPROVED FOR CONSTRUCTION CITY OF RENTON DATE ADDITIONAL CURB RAMP NOTES 1. ELEVATIONS WITH " * " CONTRACTOR SHALL MATCH EXISTING ELEVATIONS AT EXISTING CURB/SIDEWALK TIE-INS. (APPROXIMATE ELEVATIONS LISTED). 2. CONTRACTOR TO FIELD VERIFY AND ADJUST RAMP LENGTH TO MEET RAMP SLOPE REQUIREMENTS PER DETAILS. THE CURB RAMP MAXIMUM RUNNING SLOPE AT THE BACK OF THE RAMP SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15 -FEET. 3. CURB RAMP. CROSS SLOPE SHALL NOT EXCEED 2.0% UNLESS DOCUMENTED IN A MAXIMUM EXTENT FEASIBLE (MEF). 4. LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTION UNLESS DOCUMENTED IN A MAXIMUM EXTENT FEASIBLE (MEF). 5. THIS RAMP CONTAINS NON -ADA COMPLIANT ELEMENTS WHICH ARE DOCUMENTED IN A MAXIMUM EXTENT FEASIBLE (MEF) DOCUMENT. 10 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY a0(n U)(n T_ Z a m o N z <C x 0 GEZ N >) [v P W 6 W w 0 I- Q 3 W g z v J w 3 M 0 to W z W 0 0- V U 0 Q D z_ Y U 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY a0(n U)(n T_ Z a m o N z <C 0 GEZ N >) [v P W 6 W w 0 I- Q 3 W g z v J w 3 M 0 to W z W 0 0- V U 0 Q D z_ Y U F - Q SHEET: 31/RP-5 OF: 70 JOB NO.: 17534 DWG: RAMP -DET 0 Z a ui0 V z <C 0 GEZ N >) [v P � 6 z SHEET: 31/RP-5 OF: 70 JOB NO.: 17534 DWG: RAMP -DET 0 Z co d 0 V z <C OJ GEZ N 0 P � H a 0 I- Q 3 W g z SHEET: 31/RP-5 OF: 70 JOB NO.: 17534 DWG: RAMP -DET 0 Z V z <C o LL 0 z 0 I- Q 3 W cl) z = J W w L.L 0 0 �,- z o M 0 to W z W 0 0- V U 0 Q z_ Y z 0 F - z W OC SHEET: 31/RP-5 OF: 70 JOB NO.: 17534 DWG: RAMP -DET