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T-404801
Q Iy LIJ Q LIJ w 0 L.L_ E Q 0 0 3 rj I rl) 00 i Q) / rn 00 i CD 0 O 00 i U N n O O Lq a) a L. N 0 5' 10' 20' SCALE: 1 "=10' CURB RETURN TABLE LOC STA & OFF DELTA RADIUS LEN ELEV Q PC 10+67.05, 7.03 LT 7°05'22" 25.00' 3.09' 381.56 Y4 A 10+70.14, 7.23 LT 705'22" 25.00' 3.09, 381.33 Y2 0 10+73.18, 7.80 LT 705'22" 25.00' 3.09' 381.27 N4 0 10+76.12, 8.74 LT 705'22" 25.00' 3.09' 381.22 PT 10+78.93, 10.00 LT 7°05'22" 25.00' 3.09' 1381.16 Q PC 10+78.93, 10.00 LT 7°05'22" 25.00' 3.09' 381.16 Y4 A 10+81.73, 11.33 LT 7°05'22" 25.00' 3.09' 381.09 Y2 0 10+84.68, 12.27 LT 7°05'22" 25.00' 3.09' 381.01 %4 A 10+87.72, 12.84 LT 7°05'22" 25.00' 3.09' 380.93 PT 10+90.80, 13.00 LT 7°05'22" 25.00' 3.09' 380.86 -7 376---- 1.5% 376.39 - Al A=22°34'30" 36 TRACT/A..' STA-35+94.88 2:�&O LT \ � �; ........../ 376.91 R=35.00' V 1 ' / / /.•' '..' cD �9� o N 1' 4 --------- ---- - .-...•' '' 1 �� A=22°34'30» R=35.00' Q ` v �Ss A=22°34'47" SS=3.2% ��---Q R=35.00' Z o. L 13 79' ...:..... .. ..... Co - a: 1 2 Z A=22°20'46" R=35.00' :•..• • 13. L= 65 ° 22°25'26" o ::. R=35.00' `�' n L-13 70' N N 27TH PL2......�.���`� A=22°32 21 " ' S=2.O% ......... ....R=35.00' A=22'2.9'S5" R L=13.77' =35.00' L=13.74' o -� �. ,. M: 4 2 . � _• Off. 4 H f/ 382 36 ° A=22'32'22" °000000° / R=35.00' y °°°° .........:../.'..:' . �� L=13 77 4 °� / �A 1 A-22 29 53 R- 35.00 �• 4 r� +: A ' d STA=35+04.88 22.00 LT N 38 26 � a L •. N , 1'5%'. 1. 8 388 64' ..... n NE 27THPL/UNION AVE NE INTERSECTION DETAIL 1 "=10' KEYNOTES O4' WIDE LANDING. MAXIMUM 2% GRADE IN ANY DIRECTION OSIDEWALK RAMP SHALL NOT EXCEED 12:1 SLOPE WITH 2% MAX GRADE ACROSS SEE SHEET 40 FOR CURB RAMP DETAIL. BENCHMARK FOUND PUNCHMARK IN 1 Y4" BRASS FOUND PUNCHMARK IN �" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 - 0=22°29'S3" R=35.00' ° L=13.74' o v� 35 ASBUILT ADA RAMP DETAILS N OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON � II I II I II I II I II I II I II I II I II I II I II I................ I rl I rl I II ... I I I 'I" I I I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II II ............. I [I I it I n I II I II i r rr r, S=0.0% ....................EX ADA .... RAMP (TYP) INTERSECTION UNION AVE NE STA: 35+45.82 i❑ 1A W Z \00 � 1 1 \ 4 V 1 1 a .1..' SIA=50+38. 00 A=22°29'59° - 13.00 LT :.• �..o 368.91 R _ 25 00' •82 -=1)' 3 9.... 10011 ® � 369:3 R=25.00' 369.12 L=9.82' � 94J 20 0 A 22°30'0 " --------------77----- 77..358 0.0 / oeo o°° R - 0 - ���% ........... ....... 9 82 ,_- T ------------1� a / 3.5% / ° s 18 g 2 369.72 4% A=22'30'00" IN A,, A=22°30'00" R=25.00' .... i R=25.00' I L=9.82' L=9.82' ............................366,................... c r... A=22°30'00" " A=22°30'01 -� :• R=25.00' R=25.00'- •. L=9.82' ..................... S=0.7% 0 5' 10' 20' SCALE: 1 "=10' / / / / / I I ' .45 j>S69 7575 RT CV �� II NE 27TH PL ....... �. o ............................... N �- 370.12 ..........N ............. . 0 4 v 0.2% � d D 3.5% v �4............. .......... ..........a v :..... • �5 5j ° ............ -----=-�� v 370 d .370.33 370.34 3 A=22°'30'01 " R=25.00' L=9.82' " ......................... CD o S=1.4% ............. 0� o . 3 066 LO � ..... 2.4%.... v N. 4.3% a ' 6.0' 1.0% 5.5' :. 7 74 370.62 7 .66: a ........... 3s8........ fj0......................... INTERSECTION :.:::.......... 19 �- G . / NE 27TH PL STA: 15+31.31 . . . . . � � •*. . . . . SHELTON AVE NE STA: 50+00.00 NE 27TH PL / SHELTON AVE NE INTERSECTION DETAIL 1 "=10' CURB RETURN TABLE LOC STA & OFF DELTA RADIUS LEN ELEV LOC STA & OFF DELTA RADIUS LEN ELEV LOC STA & OFF DELTA RADIUS LEN ELEV Q PC 14+77.62, 13.00 LT 7'05'22" 25.00' 3.09' 370.39 © PC 15+71.89, 7.00 LT 7'05'22" 25.00' 3.09' 369.53 Q PC 50+38.00, 7.00 RT 7'05'22" 25.00' 3.09' 369.02 Y A 14+80.71, 12.81 LT 7.05'22" 25.00' 3.09' 370.45 Y A 15+75.00, 7.19 LT 7'05'22" 25.00' 3.09' 369.51 Y A 50+41.09, 7.19 RT 7'05'22" 25.00' 3.09' 368.80 Y2 A 14+83.75, 12.24 LT 7'05'22" 25.00' 3.09' 370.32 Y2 A 15+78.01, 7.76 LT 7'05'22" 25.00' 3.09' 369.49 Y2 A 50+44.12, 7.76 RT 7'05'22" 25.00' 3.09' 369.60 �4 A 14+86.70, 11.30 LT 7'05'22" 25.00' 3.09' 370.34 Y4 A 15+80.95, 8.70 LT 7'05'22" 25.00' 3.09' 369.46 Y4 A 50+47.07, 8.70 RT 7'05'22" 25.00' 3.09' 368.37 PT 14+89.50, 10.00 LT 7'05'22" 25.00' 3.09' 370.29 PT 15+83.76, 10.00 LT 7'05'22" 25.00' 3.09' 369.42 PT 50+49.87, 10.00 RT 7'05'22" 25.00' 3.09' 368.13 Q PC 14+89.50, 10.00 LT 7'05'22" 25.00' 3.09' 370.29 Q PC 15+83.76, 10.00 LT 7'05'22" 25.00' 3.09' 369.42 Q PC 50+49.87, 10.00 RT 7'05'22" 25.00' 3.09' 368.13 Y A 14+92.31, 8.70 LT 7.05'22" 25.00' 3.09' 370.28 Y4 A 15+86.57, 11.30 LT 7.05'22" 25.00' 3.09' 369.44 Y4 A 50+52.68, 11.30 RT 7'05'22" 25.00' 3.09' 367.91 Y2 A 14+95.26 7.76 LT 7'05'22" 25.00' 3.09' 370.26 Y2 A 15+89.51, 12.24 LT 7'05'22" 25.00' 3.09' 369.36 Y2 A 50+55.62, 12.24 RT 7'05'22" 25.00' 3.09' 367.58 %4 A 14+98.29, 7.19 LT 7'05'22" 25.00' 3.09' 370.23 %4 A 15+92.55, 12.81 LT 7'05'22" 25.00' 3.09' 369.60 N4 A 50+58.66, 12.81 RT 7'05'22" 25.00' 3.09' 367.41 PT 15+01.38, 7.00 LT 7'05'22" 25.00' 3.09' 370.20 PT 15+95.63, 13.00 LT 7'05'22" 25.00' 3.09' 369.34 PT 50+61.75, 13.00 RT 7'05'22" 25.00' 3.09' 366.93 1 1 RECORD DRAWINGS AS BUILT NO. REVISION TJS 1/12/22 BJT suwEYED: DESIGNED: TJS DRAWN: TJS CHECKED: BY DATE APPR APPROVED: BJT SCALE: 1988 PLAN: 1"=10' HORIZONTAL: N D 1 991 CITY OF VRI RENTON ONE INCH DATU M Nksor AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY ....:... I I I II I I FI ---- I L I r I LL SITE PLAN KEY MAP NTS CURB RAMP LOCATION DATA TABLE CURB RAMP # STATION OFFSET p 35+70.09 32.29' LT 0 10+50.11 13.67' RT 0 10+50.22 7.67' LT ® 35+26.25 29.29' LT O5 15+64.39 13.49' RT © 50+28.43 14.90' LT O7 50+28.43 8.90' RT ® 15+08.88 14.90' RT O9 15+64.39 7.00' LT 10 15+08.88 7.00' LT T -404801 R-404832 F. TAB ,_l4to Z z y 423 p �� S T sS�oNA L 2/ 7/21 O t� :3 t of c � m C W C N N M 0 i a 00 fV = m a-+ -0mN c< Qq ��L0 i O L0 -4 a-7 N /c�v W V or-0 (1) Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS � ASBUILT ADA RAMP DETAILS FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 Q L.I_I U co Q 00 T O w Z DATE, 2/7/2022 m O FIELDBOOK: PAGE: (� L.i W DRAWING NO: CDv, m SHEET: OF: 3289 1