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HomeMy WebLinkAboutzT-4048SetQ 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 Q J LLJ U Q LLJ LLJ O LL- 0 U In a rn 00 CV CV O CV CD w E 0 a 3 E I 00 i Q) / rn 00 i CD CD O 00 U N 0 0 Q Lq a) v_ L. DATUM HORIZONTAL DATUM: NAD '83/'11 0 5' 10' 20' SCALE: 1 "=1 0' BENCHMARK FOUND PUNCHMARK IN 1 Y4" BRASS DISK IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) VERTICAL DATUM: OBSERVED (NAD 83/11) NAVD '88 N:191092.94, E:1311476.14 ASBUILT ADA RAMP DETAILS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON AFN 5722998 AFN 7301150410 TRACT E CURB RETURN TABLE LOC STA & OFF DELTA RADIUS LEN ELEV LOC STA & OFF DELTA RADIUS LEN ELEV Q PC 20+19.49, 13.00 RT 7'26'04" 25.00' 3.24' 371.28 Q PC 21+41.52, 7.00 RT 7'05'22" 25.00' 3.09' 374.91 Y4 A 20+22.72, 12.79 RT 7'26'04" 25.00' 3.24' 371.42 Y4 A 21 +44.60, 7.19 RT 7'05'22" 25.00' 3.09' 375.05 )� p 20+25.90, 12.16 RT 7'26'04" 25.00' 3.24' 371.45 Y2 A 21 +47.64, 7.76 RT 7'05'22" 25.00' 3.09' 375.19 A 20+28.86, 11.15 RT 7'26'04" 25.00' 3.24' 371.46 Y4 A 21 +50.59, 8.70 RT 7'05'22" 25.00' 3.09' 375.34 PT 20+31.67, 9.77 RT 7'26'04" 25.00' 3.24' 371.51 PT 21 +53.39, 10.00 RT 7'05'22" 25.00' 3.09' 375.48 Q PC 20+31.67, 9.77 RT 6'30'43" 25.00' 2.84' 371.51 D PC 21 +53.39, 10.00 RT 7'05'22" 25.00' 3.09' 375.48 Y4 A 20+34.16, 8.57 RT 6'30'43" 25.00' 2.84' 371.59 Y4 A 21 +56.20, 11.30 RT 7'05'22" 25.00' 3.09' 375.68 )� A 80+36.78, 7.70 RT 6'30'43" 25.00' 2.84' 371.66 )� A 21 +59.14, 12.24 RT 7'05'22" 25.00' 3.09' 375.77 Y4 A 20+39.49, 7.18 RT 6'30'43" 25.00' 2.84' 371.72 Y4 A 21 +62.18, 12.81 RT 7'05'22" 25.00' 3.09' 375.91 PT 20+42.24, 7.04 RT 6'30'43" 25.00' 2.84' 371.76 PT 21 +65.27, 13.00 RT 7'05'22" 25.00' 3.09' 376.06 FOUND PUNCHMARK IN Y8" BRASS PIN IN CONCRETE MONUMENT IN CASE 1.4' BELOW GRADE (7/20/2017) OBSERVED (NAD 83/11) N0. N:191241.77, E:1311481.30 RECORD DRAWINGS AS BUILT REVISION TJS 1/12/22 BJT suRm": DESIGNED: TJS DRAWN: TJS CHECKED: BY DATE APPR APPROVED: BJT ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PSP&L TRANSMISSION LINE ESMT AFN 2516604 AFN 5722998 AFN7 301150410 VERTICAL- NAVD 1 HORIZONTAL, NAD I 199, DATU M L .................. 0 • CITY OF RENTON Planning/Building/Public Works Dept. I I I II I L I --- ILL I r LL I FT4, SITE PLAN KEY MAP NTS CURB RAMP LOCATION DATA TABLE CURB RAMP # STATION OFFSET 10 20+ 13.00 13.00' LT 20 20+ 13.16 13.00' RT KEYNOTES O4'x5' LANDING. MAXIMUM 2% GRADE IN ANY DIRECTION O SIDEWALK RAMP SHALL NOT EXCEED 12:1 SLOPE WITH 2% MAX GRADE ACROSS SEE SHEET 40 FOR CURB RAMP DETAIL. T-404802 o_nnn Qzz ,• /,.'rig%L7�� z � 1 4 423 p STF��` ��� 2/ V2 V E C v v1 i - 7 :3 t ._ of �0 m C � C W C � fV M i a 00 N c v1 /c�v W O V ) r a) Y"t N 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 N O O O OLI Q r- Co O O O O Q L.I_I U � Q 00 T oc LLJ 7p ` DATE: 2/7/2022 m O FIELDBOOK: PAGE: LLJ W DRAWING NO: � Q 1,,_ v, Ind SHEET: OF: Q J w Q w w 0 I I I a� X 0 z Q 0 U Q 0 00 (V cV O (V CD E Q 0 0 00 / 00 i CD 0 O 00 U N Ii 0 O Lq a L. N I 0 5' 10' 20' SCALE: 1 "=10' CURB RAMP LOCATION DATA TABLE CURB RAMP STATION OFFSET 10 23+08.30 13.00' LT 20 23+08.30 13.00' RT 30 22+56.65 73.09' LT ® 22+07.76 72.95' LT KEYNOTES O1 4'x5' LANDING. MAXIMUM 2% GRADE IN ANY DIRECTION O SIDEWALK RAMP SHALL NOT EXCEED 12:1 SLOPE WITH 2% MAX GRADE ACROSS SEE SHEET 40 FOR CURB RAMP DETAIL. ASBUILT ADA RAMP DETAILS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 1#........... 381.00 r- - ---_- �� 385.29------------------- 1 ° 6 84.96 ..., \\\\\ v 5.6 • 3 .89 5., SIDEWALK ............. i v 385.28 ' •. 1.4% 3$5:2 ��� ��. Ln d3. U'- 4. i ........... 000000000 i ................ I r I LL I FT4, SITE PLAN KEY MAP NTS \ \ ........ i..l.......\\........ - \ \ \.........V. \� \� c-A \ .. .. \ \ \ \ \.... \.... I _ \ 1 I I......... ---__ r 1 .............. Lq 04 N CUL-DE-SAC- �'' 384.63 . • \ NE 27TH PL STA: 22+32.32 \ o \ - - - - \ �BD. • \ \ Cp o ova o j.. \ \ \ If \ 5=6.0% NE 27TH PL \ oo \ \ A b�N I \� - S=6.0% \ v> o \ R=25.00' A � ° 16' 15" . \� - 1 2 R= 00 \ .� \ . \ -'q 384.64 . L=9:28' \ \ 0=21 °08' 11 " \ A=21`16:15.. \ 0 = .....................\........ I o0000000° �� \� R=25.00,. \\ FL' 0=21 24'18" =9.22� ............... L...... 1 000 �\ L=9.28' \ \ 0 000 . v �r \ L=9.34' 00 00: \ 380.15FL \ I \ 385.28 ��.2. \ \ \ \ 0 21'14'29" \\ - �. .......------___- _ _ \ 381.8� I I 1.4% ��,.. \=21`1fi'15" \\ . \\ =25.00`"?............................................... ---- I 384.97 ^� \ FL RL=9.27'------- f 4.59 R=25.00 \ w..•'----------_�----- 385 03 S' L=9.28' \ 0=21°18'00" 6• A 385 35 �py \\ = e \ L 9 29 \ a R 25 00' v 1 �. I o=2T4a•6.'15° \ CENTER OF CULDESAC \ a ,l• r; a i.._a \ . \\� +��9 I ' L=9.280 �9 \\\ STA 22+32:32 32.00 L. \\\ 0=21_18'00" �f ° � o. 382.60 • ELEV - 381.55 R-25.00' .. I CV 3$4:00; . ::.. 1% 10 379.20 .......... ° k d d a 72 \ \ -z a STA=22+77.16, 35.8 LT c� """•••• 1.=42°32'29" \\ F 379 37 /�i ..... 380 35 �� 04 I I_ \ L A=42°32'29" 9.Og. ' v R=45.00' . \ �............ I ' I \ R=45.00' ,STA=21 I I \ I L=33.41' \ I �L=33.41' 379.70 \ 379.77 I r I I r I \ .. \. \ .......... r �\0 I . FL \\ 381.17�� v 4 rr �........ a.............. \ -- -FL L=33 41 ' ��. 381.9 �`�o a / \�.......................��/ I \ I ... 40 p....... \ °............./ / \ 0=42°32'29» .. / \\• . ��/ �1j �� u _-_-_- . �/ �S�/. '•A/ . O 3 o \\ �� \: •. \�I R=45.00' 9 � v N 384.1L=33.41' ...... R=45.0'\ � 381 - 1 FL L=33.4Y' 81.68381.52 0 .3.48 ..........� N .......\w381.75v s: \s i i % • � IIjI .........I .I ..... I I �.. \ \• 3 '2 �. \ \ a .. •381.60 , I I I I 06 \W /........./ \\ I \ \ .............. 383.$6 w 12 Q / .13 , \Vv- / / 382.20 BENCHMARK FOUND PUNCHMARK IN 1 Y4" BRASS FOUND PUNCHMARK IN Y8" 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 NE 27TH PL CULDESAC DETAIL 1 "=10, 1 I RECORD DRAWINGS AS BUILT NO. REVISION TJS 1/12/22 BJT suRm": DESIGNED: TJs DRAWN: TJs CHECKED: BY DATE APPR APPROVED: BJT SCALE VERTICAL NTAD 1981/1991 988 PLAN: 1 "=1HORIZONTAL, N ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CURB RETURN TABLE LOC STA & OFF DELTA RADIUS LEN ELEV Q PC 21 +41.52, 7.00 RT 7'05'22" 25.00' 3.09' 374.91 Y A 21 +44.60, 7.19 RT 7'05'22" 25.00' 3.09' 375.05 A 21 +47.64, 7.76 RT 7'05'22" 25.00' 3.09' 375.19 3y4 A 21 +50.59, 8.70 RT 7'05'22" 25.00' 3.09' 375.34 PT 21 +53.39, 10.00 RT 7'05'22" 25.00' 3.09' 375.48 © PC 21 +53.39, 10.00 RT 7'05'22" 1 25.00' 3.09' 375.48 Y A 21 +56.20, 11.30 RT 7'05'22" 25.00' 3.09' 375.68 }� A 21 +59.14, 12.24 RT 7'05'22" 25.00' 3.09' 375.77 3y4 A 21 +62.39, 12.80 RT 1 705'22" 25.00' 3.09' 375.91 PT 21 +65.27, 13.00 RT 1 7'05'22" 1 25.00' 3.09' 1376.06 ...... �.........�•:" ...........�-.. ARMOUR LINED BERM SEE SHT 20. (TYP) • CITY OF RENTON Planning/Building/Public Works Dept. F. TAB I � Q� � o Z z y 423 p �� STE NA L 2/ 7/21 i 0 M = 0 i � � t C � m C W C � fV M i a 00 m N �i C4QQq L\ j i M O L0 N a-7 IN C: � in 00 Y "t T-404803 R-404834 CV CD O 00 Q r- co O CD I co 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 I_I_I (0 U � Q 00 T oc I..LJ 7p ` DATE: 2/7/2022 m O FIELDBOOK: PAGE: L. J W DRAWING NO: o v, m SHEET: A w3L� OF. 89 I1 c c c c i i C I= L< N O O O 00 Q r- 00 O O O O 00 w � U C'7 Q 00 ry- p L.LJ Z M 0 v J L.LJ W C=U 0 o0 ILLUMINATION PLAN N N 0 N N L(7 N E a 0 Z3 m I U) QI U U O N U. P 0 L.� 0 Q U U) m I rn Q U 1-1 U) 0 a� N i N cn I U) 0 i N I Q) U 0 L P 0 L� U) U O a- N a w Q F— J OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. (`ITV CIF RFNTCIN ICING: (`Cll INTY W4�HIN(:TCIN SEE SHEET IL-02 FOR: • ILLUMINATION GENERAL NOTES • ILLUMINATION WIRING DIAGRAM • BREAKER SCHEDULE • PHOTOMETRIC CALCULATION SUMMARY • ILLUMINATION POLE SCHEDULE WE ME W, iwl I - • • : • • - I • I I -- �: `Z n n nn nn nW 26M al © O Ole ::::�•Q I I. rI ID iku In NPI mm "Min WL IaWE - i BENCHMARK FOUND PUNCHMARK IN 13�4" 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 1 I RECORD DRAWINGS AS BUILT "06 REVISION 5/17/22 SURVEYED: DESIGNED: DM/TDR DRAWN: DM/TDR CHECKED: TDR BY DATE AP P R APPROVED: CTB N 15 60 0 30 90 SCALE IN FEET ILLUMINATION LEGEND EX NEW DESCRIPTION I01 m 0 K] JUNCTION BOX TYPE 1,2,8 0--* ROADWAY SCALE POLE A PEDESTRIAN SCALE POLE EXISTING ROADWAY SCALE POLE WITH NEW FIXTURE ------ CONDUIT/CONDUCTOR ® SERVICE CABINET OCONSTRUCTION NOTE OLUMINAIRE POLE NUMBER SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF %R) RENTON ONE INCH DATUMNX0• AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY S�014AL O IS s 07-012020 5 I I I I b 00 II cr- 1 I I k W I W �00 I" ' W �- — N Al II III I GG iii ; Q v I ° I 0 Q) III I — o2$ •�= I IILI L 5 U O L1J _ X Q n I I •i o� N o� 1 I iil ; i N I I III I _ 3 rn In I iii I I � •� � U o I I o iii I CD U CD U d 5 4 (D Q) rn I � � •� o I I iii I >✓ II nl I Q O N Lu II II �� iii I i 3 w 3 II o - -z II III 32}00 iii I I W T-404805 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J W � Q 0M0 'r- im 0 Lu ASBUILT ILLUMINATION PLAN DA5/17/2022 1- m FOREST TERRACE PLAT FIELDBOOK: 1- O PULTE GROUP INC PAGE: 1 DRAWING N0: W 3535 FACTORIA BLVD S.E., #110 IL-01 II W BELLEVUE, WA 98006 SHEET: 85 OF: ^� 0 U 0 LL F c 40 C` C` c C, d r a E a C C C C �G d C CC, C7 r Lf a w U Q rr W U) W Ir O LL :: I STANDARD PLANS OF FOREST TERRACE PLAT o A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. ~ CITY OF RENTON, KING COUNTY, WASHINGTON I— LL W U a rr rr W U) W rr O H Cl. N- ry W C� i34 N X i� U U) F7 N N CD N \ N LE7 E \ 0 0 0) 3 m I V) < U 0 L N I— a� L 0 LL Q U U) m I a Q U U) 0 w N 0 N Ln .21 c 0 N rn r- Ln I U 0 I— QD O LL U O a_ DocuSign Elrvelop,ID:5D308A1Ar204D-48E8-BR23-8A2834BB565E PAiH7-T.M.F.ICA€05� ALL ALUMINUM LUMINAIRE AND POLE RELATED PARTS SHALL RE FACTORY PRIMED ME, PMER COATED. FINISH Cam RAL 9Do5T% -JET RUCK" PRESTIGE SERIES (CYT7TA) LED POST -TOP LIIMINRIRE (WATTAGE PER PLANS, 4,0DON CCT, 120-277Y UNIVERSAL DRIVER, U714 NS3AR RIBBED AUMIC LENS) BY CYMME (IV APFYHOVEO EO)AL). DRIVER SHALL BE INTEGRAL TO THE FIXTURE- 1 ERMINAL BLOCK LOCATED IN THE FIXTURE STREET LIGHT STANDARD DECAL NUMBERING PER STD PLAN 121 14'-D" FLUTED SHAPE, 5' DIAMETER, STRAIGHT ALUMINUM POLE (PD15-14-BCJ46-R AL9D05TX-TN47} BY CYCLONE (OR APPROVED EQUAL) INSTALL GROUT. PROVIDE I /V CIA DRAIN TUBE THROUGH GROUT 3/4" DiAW) ER I U ;4) ')VA1 5L13 M. HAIL-:.I'•.;L Lit -AL t4" B - 15 BARS. 2" CONDUIT UNLESS EVENLY SPACED STATED p1HERAk E OI _ I PLANS ' a CENTER CONDUIT IN FWRUATION V 1 BOLT CIRCLE (DIA PER ANCHOR BOLT CASE PLATE DETAIL, THIS SHEET) M4 HOOPS 0 12" FOUNDATION SECTION 2" CONDUIT UNLESS GROUND POLE T9 STATED E)THENY115E ON FOUNDATION PLANS 6' FOJNDATiOR CAP 3/0." CHAMFER (TYP) I I 1" f%TEND THE CONDu[T mo mo 5" MIN OEYDRQ � FOUNDATfDN OR THE CGNTRa E'J DENSITY z BACOILL A'4 HOOPS 0 12" 8 - #5 CARS, m EVENLY SPACED a a 2 1/2' CLR a of 3" MIN. BOLT I—T— PROJECT 0M f WONT FOUNDATION CAP - Fo UNDAT10N DETAmL .-.-�.-- 7/8" DIA HOLE _ (TYP) c. s 11 F1, l/4' STEEL PLATE ?',5" HANOHOa BOLT CIRCLE (DIA I PER BASE RATE DECORATIVE ALUMINUM CLAMSHELL DETAIL, THIS SHEET) BASE COVTER 8046 BY CYCLONE ANCHOR BOLT TEMPLATE DETAIL rt (SIR APPROVED EOUAL) POLE BA5E DP I `- i7i� 11:H v TION POLE BASE PER ANCiDR BOLT, 4 TOTAL _ DETAIL, THIS _ SHEET 31a NA (TYP) lfi' DIAMETER 5/A" HEX NUTS, STEEL (G U RASE COVER REO-D PER ARCHOR COLT}. ti �•7 ; = -= FLAT WASHERS (6 RE9'D PER Fes, Gaz: 'y, ANCHOR BOLT) :7T..Fi ra- ANCHOR BOLT ASSEMBLY DETAIL TM "°SHEEN PEA DETAILS, FOUNDATION DETAILS PUBLIC WORKS 1` DEPARTMENT NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE FIXTURE AND POLE DETAILS jDucUSign Envelope 10: 50308A1A-ZD4D-48EB-BB23-BA2834BB565E 1 I o! la I! It LUMINAIRE POLE JUNCTION BOX CONCRUF PAD PLAN VIEW LUMINAIRE POLE CONCRETE PAD n JUNCTION BOX LUYINAiRE CONCRETE FOUNDA.70N LUMINAIRE CONCRETE PAD DETAIL GENERAL NOTE5: I. LUMINAIRE CONCRETE PAD SHALL BE USED IN AREA5 OUTSIDE OF SIDEWALK 2. CONCRETE CLASS FOR LUMINAIRE CONCRETE PAD SHA11 BE PER STD PLAN 135 ,,. TOP OF LUMINAIRE FOUNDATION ELEVATION SHALL BE LOCATED AT BOTTOM OF LUMINAIRE CONCRETE PAIL ELEVATION OR BOTTOM OF SIDEWALK ELEVATION 4. LUMINAIRE POLE AND JUNCTTON BOX TYPE PER PLAN 5. LUMINAIRE CONCRETE PAD ACCOMMODATES TYPE 1 AND TYPE 2 JUNCTION BOXES ONLY NOTE- SONATUBE SHALL NOT BE ALLDMED FOR FOUNDATION COI•15TRUC." STD. PLAN - 118.1 —ATIPROGAZ VED- 3/13/2019 I C1 DATE LUMINAIRE POLE 3 JUNCTION BOX CONCRETE SIDEWALK PLAN VIEW PER STD PLAN 102 LUMINIURE POLE / CONCRETE SIDEWALK PER Sip PLAN 102 L JUNCTION BOX -r LUMINAIRE CONCRETE FOUNDATION ::IC-E AID,,' LUMINAIRE WITH SIDEWALK DETAIL CONCRETE PAD I - JUNCTION BOX JI PLAN NEW 4" CONCRETE PAD JUNCTION BOX SIDE NEW INDIVIDUAL JUNCTION BOX PAD DETAIL tr LUMINAIRE CONCRETE S'l'D PLAN 120 �rr PUBLIC WORKS PADiSIDEWALK AND n 1. DEPARTMENT JUNCTION BOX CONCRETE PAD GAZi19 I regg A. mm�frTC�� r............ DATE (4) DVAL SLOTS '.. C.A`D. SL RAL.v,NL.v LUMTIARE AND POLE ROUND POLE CAP ALIJMINIUM SHROUD BY RELATED PARTS S4A.L 8< FACTORY MANUFAG111RER PRIMEDa AH] POWp7i COATED ) FH�Si GOUT: RA. 9005TX "ET BLACK' Ly LUAGRAIRE ARM DOME STYLE LED LUNHAIRE , • LEHGIR PER PLANS (WATTAGE PER PLANS, 4,pppN CCT, pECARATIF LIfM.NA'RE ?CIE hG-c5 '� i70-477V UNVERSAL DRIVER, TY1H ti ti A CUh9 JBII_A7 SEC DN 1Q MAX RA' &ASS LCN51 CY LU6t-C {DR (NO TAP:R) APPROVED ECUAL}. DRIVER SHALL BASE SLATE DETAIL n BE INTEGRAL TO IHE FIXIURE. FOR -• RD'JNC TAPERED PDJ; SECT ON NM74TM ARM DETAILS SEE 5TD {0.1 L"� L� PLAY 117.3. EVENLY SPACED �• NQM'NA_ LHM NWIRE HE'G4T F' CONDUIT UNLESS 28- STATED OTHERXESE ON [ENTER CAfT (LU.N.�1LA ME 4E:GH I F SHROUD) PLANS IR FDurlDdn�H {t) S A EA NIFFi PRESSURE RELEASE N 3/C"-15' DA AC SMINGS. ANCNDIR BOLT 5ECURE -OP BANNER BRAG#ET Wr 14 HOOPS 0 12- THRDUCr BOLTS ANO SH'N itl .ESEi Q LEVEL FOUNDATION SECTION P:R MANJFAC-URER'S NSTRDCTiQN& OPRONAL 2" CClI[A11T UNLESS - CRplihD PALE TO I SECURE BOrtCM BANNER RRACKE' BANNER TQ BE 5"A'a-xQ Di1ff.RVASE QN FOUNDATION W1H A7JG5'ABLE STANLESS S1FiL 9 PLANS iJMQ5 AND •�.-JM TO LEVEL PER PROVIDED 7W0 MAVUFACTURE11'S INSTRI.L"INSTALILlON9 OTHERS ED BY - 3/4' CHAMFER {TYP) 1'-E' AN BELOW GROUND, 1 Y-O' MHJ LINGER I PAVEMENT I � ' MIN BEYWQ No COI:DU17 DOME S-YLE LED LUMINA R- S 6" 1 (WATTAGE PER ILAFS, 000K FOUNDATION OR ME CGT- 12D-277Y UNIVERSA, CONTRU13.EQ DENSITY DRIVER, lluTf+ RAi GLASS LEAS) 0' LL' AACK4TLL'^ BY LUMEC (OR APPROVED EQUAL). DRYER STrk _ BE 4 -O 3"p• 4 HGO°S 0 12' INTEGRA. TO THE F,xidW_ FOR CUM1HRIfff ARMI MOUNTaG ARIA OETA.-S SEE S70 PLAN 117.3. 6 17 BARS, EVNLV SPACED �il225' . i C5 - FDR SRCET LICIT 11i0• G w+�� STAVOARO DECAL NU-u�RING OCTAL, REER TO C`TY OF F I RLNION Sip PLAN FOUNDATION DETAIL - . '21. ■ DECORATIVE ROADWAY WMRNARNES �+ c ARE VEXATEO AT Cr 1-3/S DAA HOLE 'p- BASE pIAMF1Ed, o • DECORATIVE PEDESTRIAN LUMINALRES Td'P W'-O- LONG ARE ifIX1NTED AT 180' HANCHOLES () ■ ARE MOUNTED AT IW `l {CONPM10U5)- 5UODTH 3/$" STEEL PLATE • B ROUND TAPEREDBANNERSVPPORT 6RACifE IS ARE 01e" UQUNTED AT O' ( o . (0. < /FFI ALUNINUJM BJ T CIRCLE IRA ORIFNTATION LOCATION WE TO LUMINAIRE BASE -- RC NFORCED FIANOHO;E DMMENSICIN]E W TH. COVER NSTo5. ANDNCIR E ANCHOR BOLT TEMPLATE DETAIL 13CLT COVERS (PROVIDED BY POLE •i SYDEWALK OR TOP OF FOUENCARON M A�„PACTUAERj RANTER STRP ANCHOR BOLT, 4 TOTAC, 1" DIA 1 (TYP) ROADWAY INS ?ALL GROUT. 1-1/4' REX NUTS, STEEL If, PROVIDE �' CAREq'D PER ARCH& DOLT), OR FGL•NOA TION 05'A �5, SEE ,15 54[Ei J DRAIN TUK THRCUGH FLAT WASHERS (6 REO'D PER GRCUUT RNGiOR BOLT) ANCHOR BOLT ASSEMBLY DETAIL POLE ELEVATION FOUNDATION DETAILS NOTE: NC SONIATME ALLOWD FOR FOUNDATION CONSTRUCTNN ARTERIAL STREET STD. PLAN- 117.1 PUBLIC WORKS DECORATIVE LUMINAIRE POLEppRO Ly DEPARTMENT DETAILS Si�!Z DArE INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 5T F OR ABOVE I^1 ` EXAMPLES LED TYPE CURB TRAFFIC rLow PLAN VIEW FOR STD PLAN 117.1 FOR STD PLAN 116.1,1I7.2,117.4 TO 2" � Lt t _ J. I+ 4 _ co it I Q I T DECAL: REFLECfORIZED GOTHIC COLD OR WHITE U ZEND ON BLACK BACKOROLIND STREET LIGHT STANDARD STD. PLAN- 12 * + PL'DLIC WORKS DECAL NUMBERING SYSTEM pR64 DEPARTMENT j1 ]A 1 RECORD DRAWINGS AS BUILT BENCHMARK FOUND PUNCHMARK IN 13�4" BRASS FOUND PUNCHMARK IN 3�8" 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/' 1 1 NAND '88 N:191092.94, E:131 1476.14 N:191241.77, E:131 1481.30 T061 REVISION 0 LUMINAIRE ,#8 GREEN INSULATED WiRE TO FIXTURE GROUND LUG CONCRETE FOUNDATION I NOTES: 1. THIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM. ADDITIONAL ELECTRICAL EQUIPMENT MAY VARY. 2- MINIMUM GROUND WIRE S1ZE SHALL BE #8, AS SHOWN ABOVE. IF CURRENT CARRYING CONDUCTORS ARE LARGER THAN #8, THE MINIMUM GROUND WIRE SIZE SHALL MATCH THE LARGEST WIRE SIZE OF THE CURRENT CARRYING CONDUCTORS. 3- EQUIPMENT GROUND WiRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 4, IF THE FIXTURE MANUFACTURER HAS MADE PROVISIONS FOR THE ATTACHMENT OF A GROUND WiRE, A GREEN INSULATED WiRE OF THE SAME SIZE SHALL RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE.IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED MRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. LUMINAIRE ELECTRICAL STD. PLAN - 119 ;+ PUBLIC WORKS WIRING SYSTEM Ap ❑VEIJ DEPARTMENT GAZ 5/22/2019 I.AIE DocuSign Envelope ID. 5D308A1A-204D-48E8-BR23-8A2834BB565E zo in 0 $$i ? J'Af-C N Z Z ��. Q = 1+1 s- ,"'"l --- -- _ Z G V C < Z O z Q _ � dog_ I x D Lil f O ` � O Z 0 Q Lu J W 1 �_ I. A_ I Ili o OX �� 0= J i c FI 3NI1 : A A _ F SERVICE CABINET STD. PLAN - 122.1 .� PUBLIC WORKS PROVED: DEPARTMENT GAZ 3/13/2019 1 DATE O x� R I J � 7J11� � � Z C ti9CL O 0 e _ ((�• //���L•• = IL = 7 N F ..9 L _ t -;---------- --------r I I n n a I i is � n , n , - ----------J� ----- ------ 5/ 1 7/22 SURVEYED: DESIGNED: DM/TDR DRAWN: DM/TDR CHECKED: TDR BY DATE AP P R APPROVED: CTB SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M R/W Qml TYP- CONC- PAD s1D� CUR e� W N 4�R 0 a CUR SIDE R/W LINE wrux B OAOWAY B WALK LINE NY MIN. CLEARANCE FROM DRIVEWAY ALTERNATE PLAN VIEW TRENCH DEPTH 24" TYPICAL STREET LIGHT EQUND8j1QN H 25' 30V 35- 4O- SL T O.T88 0186 0.2T9 G.219 y 1 2' TO 4' TAPERED ALUM. POLE 'T' WALL OVERHANG 1'-2" AUOY 6063-TS SATIN GROUND FINISH rHANDNOLE 4-5-OPENING •r W/COVER & S.S- SCREWS GROUND LUG INSIDE POLE INSIDE POLE 1'-6• STREET LIGHT CONOUAT TRENCH DEPTH 24• ALTERNATE STREET CROSS SECTION PUBLIC WORKS LIGHT BASE AND JUNCTION BOX DEPARTMENT LOCATION DocuSign Envelope ID: 5D30BA1A-204D-48E8-BR23-BA2834BB565E CONDUIT ENTRANCE AREA O•❑ I'LA1 M-Lvv SI2E TO FIT SIZE TO FIT CABINET CABINET V4, -GRADE LEVEL G FRONT VIEW SIDE VIEW ELECTRICAL SERVICE CABINET FOUNDATION PUBLIC WORKS DEPARTMENT SHIM To PLUMB El El SEE NOTE 3 414- 4 HOOPS - I 4 BAR EACV CORNER `fi MIN - - - - -1" TO 2° 3/8" DIAMETER PLASTIC DRAIN SIDE VIEW CABINET DEPTH i'-5" + 2' #4 BAR EACH n # CORNER w + �R 4 _HOOPS (III PLAN VIEW CONTROLLER CA NOTES PER STD PLAN 126-2 CABINET FOUNDATION 07-0 1 2020 v c IT } O 00 N 00 N N 0- 0 — .6 . U 3: O u p LL; Z Q— EV CD U -0 p Z U Q �Q m� (D -3 c U u LLJLm N U O Lu N N m a c �O a' o U IL } 0) N O a •� o CL 1) EL O E 2 Q co STD. PLAN )DETAILS- I26.1 N ROVED:3/13/2019 : ] CD Z DATE � T-404807 IN COMPLIANCE WITH CITY OF RENTON STANDARDS t% CITY OF ,Rj RENTON NbalpF Planning/Building/Public Works Dept. ASBUILT STANDARD PLANS FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #110 BELLEVUE, WA 98006 LL W (D UM Ir- 0 ui Z m O DATE: 5/17/2022 FIELDBOOK: PAGE: U) w IIr W DRAWING NO: IL-03 O SHEEP: OF: 87 87 ad