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Home My WebLink AboutT-27560Bn 0 s 0 r y a N it W W d U in O J a 0 N Q 0 0 J a x 5 n r g r 0 Is O QD _ t F i 9 21 LF S=0.3%(MIN) 12 DIA CPEP CB 35 TYPE 1 12" WATER STA 13x+94-57, 72.57 LT t I co CB 33 TYPE 1 2 ER r 6 ___... �.; STA 13 +94.57, 72.57' LT SERVICE BY A RIM .Y ,, 4 o OTHERS t .,� ' 97 LF' S =0.3 M!N ---- RIM 35.70 ( 30 LF S= .37(MIN) --- DIA 8„ oiA DI A 8„ of BADE BREAK AT - - - -___ P OF STAIRS Rk 7 7a w FY M N Y L'L r __ G 52 5 LF MATCH EX j CB 34, TYPE 1 Z Z i C,n STA 10 +7 .64, 70.22 LT - � SLOPE AND PIPE SIZE ' f STA 12 +97.29, 72.57 LT w w �-- _ rte,.. 3-3 = _ - _- - - - -- _ ss ;__ �. Z IE- - - -. EX- - M H - -- _1E TB D BY CONTRACTOR w C� �-- °;. ;; 20 o STA 10 +82.69, 44.86 LT 29 LF S=0.3% (MIN) Of - ( ) Q I c.� _ 8 DIA DI Of C) a , 9 IE -MATCH EX 1 ? T YP w z- 43 57 EX MH Q L r f 37 LF S=0.3%(MIN) 42 STA 12 +89.69, 44.27 LT z F---' �-. 58 r 2) 8 DIA CPEP 44 x x RIM 37.4± rJ W F-- IE =MATCH EX Z , o 22 51 - - -- ___- - - - wit C Of F- 30 - �--- ` 23 W 1� 't ` r0 +00 _ C 24 11 +00 26 01 ::D ✓ .� STA „ B„ _ 10 +00 � _'! W 25 �I� � i r\ 1• 1- 1 • \\ � 00 • 62 90 105) w 47 • ` 4 e STATION REPLACE SOLID COVER WITH GRATE.'- � A ,, { r=-, � �,, 31 27 � 12 , GRADE CURB- AND =� ELEVATI(_)N 1 DESCRIPTION 19 10+57.80 ROAD TO DRAIN ' TO \,MH. Q B 37, TYPE 1 ' I i. i }- oe o Q .; nv LIJ -53.60 RIM 37.37 a 21 109 F- 37.27 i ROW �INE i 1 NOTE '. 22 Y 95 k I N FL GB HP _ 97� -- -! J a 37.37 ! ' 2. BLANK ELEVATIONS SHALL ATCH EXISTING. 24 k GRADE `r M _ 0V BREAK 25 10 +89.75 SS 37.24 PCI, FL _ A 11+40.00 -9.12 37.58 a cn 10 +71.45 68.43 0 Pip FL LP 28 Cfl 89.53 37.71 + 29 10811 LO i 107 !- \ +., BURNETT AVE S CB 32 TYPE 1 _ 39 C7 C� J BURNETT AVE S S 4TH STREQ ! STA j0 +78.14, 10.49' LT BURNETT REPLACE EX 8" SD 90 LF S 3RD STREET ' < W ;; 102 LF S =0.3� MIN i AVENUE S I ( 8 LF S =MATCH EX: 8 TRENCH DRAIN ROW : R01�( w ; � RIM 7.2 0 - ), , IA P x ! t 00 ` TYP I 14 -- `t �� ' 33 34 c 35 1 54 55 7 EX CB 93 94 )11 _ - - - - z - - - - -- - -- - - -- . w l[ O -� 7 _ -_ SS 1 Y' - 'Y o °-� �� , L-fl-i I C �r 3 -- 2 � - r! w 6 i 53 _ IE -35.2 U - t - ' _ � _ - - - - - - I 91 �- - / 8 LF W UG U&0 GP - { UGP 2 y � t PV C I t UG" EX MH 1; STA 10 +62.� RT F = % 12 CB 38 TYPE 1 n 35 L S 0.3 o(MIN) - - I E I, RIM 37.15\ �� g" DIA, CPEP STA 11 +64.27, 38.45 RT ��' , - - - -� i \ I ! IE =35.4± �,;� _ RIM 37.54 13 +25.09;T RIM \ f'" i = \ I �� !� B II EX IE =MiAT H � I MATCH EXIST 4. n IE ' MATCH EX C12 -- VATCH C EX W STATION REPLACE SOLID COVER WITH GRATE.'- � A ,, { r=-, � �,, 31 27 � 12 , GRADE CURB- AND =� ELEVATI(_)N 1 DESCRIPTION 19 10+57.80 ROAD TO DRAIN ' TO \,MH. Q B 37, TYPE 1 ' I i. i }- oe o Q i ! cn M STA 10 +71.73, 71.37RT <i ° -53.60 RIM 37.37 a 21 29 28 I E =35.5 Al Ro N 37.27 i ROW �INE i 1 NOTE '. 22 Y 11+56.62 37.54 FL GB HP ' 1. ALL COW POINTS ARE OW NNE ELEVATIONS. J a 37.37 ! ' 2. BLANK ELEVATIONS SHALL ATCH EXISTING. W 0 Z 1 7P0 t � "B -LINE" T /GRADI POINT # STATION Z ELEVATI(_)N 1 DESCRIPTION 19 10+57.80 - 103.58 35.78 � Q 20 10 +59.30 -53.60 36.90 a 21 10 +59.75 -38.22 37.27 PCj FL 22 Y 11+56.62 37.54 FL GB HP 23 J _27.02 17.59 37.37 FL 24 10 +78.48 -11.32 0V GB LP FL 25 10 +89.75 - -9.12 37.24 PCI, FL 26 11+40.00 -9.12 37.58 a cn 10 +71.45 68.43 37.37 Pip FL LP 28 10+60.42 89.53 37.71 QQ 29 10 +55.07 89.47 37.72 PC FL 30 .10 +52.29 83.84 1 37.65 PCI FL 31 10 +51.80 76.16 37.59 PCt FL 32 10 +63.30 42.67 37.24 PC FLI LP 33 10 +71.93 35.95 37.40 PC, FL 34 11+15.94 32.30 37.88 GB HP FL 35 11+59.95 28.64 37.61 PCs FL a 11+63.34 31.62 37.59 PC FL 37 11+63.34 39.20 37.54 PI FL 38 11+69.44 Q -26.30 MATCH 39 11+90.00 0.21 w Pit FL 40 12 +02.02 0.22 38.28 PC FL 41 12 +27.03 -24.81 37.33 PCs- FL Q 12 +24.03 -29.31 -2.46 PC FL 43 0 -29.31 0.29 PC # FL 44 112+19.62 1 -26.31 0.26 PC FL 45 112+19.-62--l- 12+ 19.62 -13.31 m 0 Z 1 7P0 t � "B -LINE" T /GRADI POINT # STATION OFFSET ELEVATI(_)N 1 DESCRIPTION 19 10+57.80 - 103.58 35.78 � 1 FL - EX 20 10 +59.30 -53.60 36.90 FL 21 10 +59.75 -38.22 37.27 PCj FL 22 10 +62.30 11+56.62 37.54 FL GB HP 23 10 +68.86 _27.02 17.59 37.37 FL 24 10 +78.48 -11.32 37.20 GB LP FL 25 10 +89.75 - -9.12 37.24 PCI, FL 26 11+40.00 -9.12 37.58 Pt FL 27 10 +71.45 68.43 37.37 Pip FL LP 28 10+60.42 89.53 37.71 PC FL 29 10 +55.07 89.47 37.72 PC FL 30 .10 +52.29 83.84 1 37.65 PCI FL 31 10 +51.80 76.16 37.59 PCt FL 32 10 +63.30 42.67 37.24 PC FLI LP 33 10 +71.93 35.95 37.40 PC, FL 34 11+15.94 32.30 37.88 GB HP FL 35 11+59.95 28.64 37.61 PCs FL 36 11+63.34 31.62 37.59 PC FL 37 11+63.34 39.20 37.54 PI FL 38 11+69.44 39.20 -26.30 MATCH 39 11+90.00 0.21 38.36 Pit FL 40 12 +02.02 0.22 38.28 PC FL 41 12 +27.03 -24.81 37.33 PCs- FL 42 12 +24.03 -29.31 -2.46 PC FL 43 12 +22.62 -29.31 0.29 PC # FL 44 112+19.62 1 -26.31 0.26 PC FL 45 112+19.-62--l- 12+ 19.62 -13.31 - -24.71 1 PI FL Ei ONNECT TO EX PIPE: 0 IN 1\� l ; GRADE BREAK ATD ° 6 EDGE QF TREE GRATE + GRADE BREAK AT U-) EDGE OF TREE GRATE BEGIN TRENCH DRAIN r ` -GRADE BREAK AT \ f Q _ t STA ,14 +34 f EDGE OF TREE GRATE � � j ! i 40. i RT , i I � I t STA 10+00 TO STA 15+60 PLAN - BURNETT AVENUE S SCALE 1 " = 20' POINT # STATION OFFSET ELEVATION DESCRIPTION 46 12+10.62 -13.31 36.72 PI FL 47 12+10.62 -9.31 253) 383 -6728 fox PI FL 48 11+56.62 -9.31 TM Amerloon Urban assign PI FL 49 11+56.62 13.31 36.60 PI FL 50 11+04.31 _ 13.31 36.30 MATCH, FL 51 10 +93.62 -13.31 3 7.6 5 PI FL 52 10 +93.62 -73.31 35.70 PI FL 53 12 +90.34 39.27 36.13 PI FL MATCH 54 12 +90.34 28.27 36.85 PI MATCH 55 13 +24.14 28.28 38.63 PI MATCH 56 13 +24.14 39.28 38.41 PI MATCH 57 12 +52.03 -29.30 38.38 PI 58 12 +61.77 -29.30 38.29 PI 59 12 +61.77 -13.30 37.87 PI 60 12 +70.77 - -13.30 37.78 PI 61 12 +70.77 -9.30 37.78 PI 62 13 +69.77 -9.30 37.87 PI 63 13 +69.77 -13.30 38.41 PI 64 13 +78.77 -13.30 37.93 PI 65 13 +78.77 -26.30 37.96 PI 66 13 +81.77 -29.30 37.98 PC 67 13 +87.24 -29.30 38.07 PC 68 13 +90.24 -26.15 37.84 PC 69 13 +67.17 -2.46 38.78 PC 70 13 +31.19 0.29 36.61 PC 71 12 +77.02 0.26 38.35 PC 72 12 +52.04 - -24.71 1 37.41 ji PC Parametrix, Inc. Job No.: 95000.00 WASHINGTON OREGON Sumner Portland Bremerton TEXAS Kirkland Houltan All material appearing herein constitutes the unpublished and original work of the Architect and may not be dupiicoted, used, or disclosed without the written consent of the Architect. POINT # STATION OFFSET ELEVATION DESCRIPTION 73 13 +85.62 -73.31 36.72 PI MATCH 74 13 +85.62 -53.31 253) 383 -6728 fox PI 75 13 +93.63 -53.31 TM Amerloon Urban assign PI 76 13 +93.63 -73.31 36.60 PI 77 14+13-63 -73.31 36.30 PI 78 14+13.63 -56.81 PI 79 14 +23.18 -56.81 PI 80 14 +23.18 -73.31 36.13 PI FL 81 14 +95.18 -73.31 36.85 PI FL 82 14+95.18 -14.31 38.63 Pip FL 83 14 +50.18 -14.31 38.41 PI FL 84 14 +50.18 -17.31 38.38 PI FL 85 14 +32.18 -17.31 38.29 PI FL 86 14 +32.18 -29.81 37.87 PC FL 87 14 +29.18 -32.81 37.78 PC FL 88 14+18.85 -32.81 37.78 PC FL 89 14 +15.92 -29.15 37.87 PCj FL 90 14 +40.30 -9.64 38.41 PC FL 91 14+16.38 39.33 37.93 MATCH 92 14 +24.42 38.79 37.96 PI FL 93 14 +34.87 28.81 37.98 PC FL 94 14 +69.43 30.36 38.07 PI FL 95 15 +29.22 -73.81 38.07 GB 96 14 +95.68 -13.81 39.13 TC GB 97 14-+ -95.68 -73.81 37.35 TC, GB 98 10 +68.50 -37.48 37.93 GB 99 10 +66.51 -163.841 36.45 GB { STA 15+17, 40.1' RT END TRENCH DRAIN ; 1 PEGIN 6" PVC !GRADING AND UTILITY NOTES. POINT # STATION OFFSET ELEVATION DESCRIPTION 1 CONTRACTOR TO VERIFY INVERT ELEVATION. 103 14 +97.02 -9.62 38.63 GB HP FL 2 CONNECT EXISTING 6" DRAINS TO NEW CATCH BASIN. 104 14 +95.66 30.38 38.50 FLt HP 105 15+12.06 -9.62 38.33 PC 3 REMOVE FIRE HYDRANT, CLOSE VALVE AND ADD PLUG (MJ) AT 106 15 +24.54 -12.95 38.18 FL VALVE. 107 15 +33.69 -22.07 38.02 FL 108 15 +37.07 -34.54 37.87 FL 4 4" PVC DRAIN TO CB FOR EXISTING ROOF DOWNSPOUT. 109 15 +37.23 -88.24 37.02 FL EX 110 15+14.15 30.39 38.30 PC FL HP 5 INSTALL DRAIN PIPE THROUGH SIDEWALK AND CURB. CONNECT 111 15 +23.73 32.30 38.27 FL TO EXISTING DOWNSPOUT. SEE COR DETAIL B005. 112 15 +31.85 37.75 38.25 FL 113 15 +37.26 45.89 38.22 FL 6 BACK OF SIDEWALK ELEVATIONS SHALL MATCH EXISTING. 114 15 +39.13 55.48 38.19 PT FL, LP 115 15 +39.25 61.14 38.20 FL EX 7 RAISE SIDEWALK ABOVE EXISTING GRADE AT FACE OF BUILDING. 282 12+19.72 -7.11- 37.81 FL SEE BACK OF SIDEWALK GRADING POINTS. 283 12 +59.36 -7.06 37.88 FL 284 13 +83.18 -9.95 38.31 FL g PAVEMENT APPROACH THICKNESS SHALL BE 6 ". BACK OF 285 14 +24.69 L -15.12 38.14 FL SIDEWALK ELEVATIONS SHALL MATCH EXISTING. c_ CURVE DATA 10 INSTALL 24 "x6" TAPPING TEE (MJxFL), FIRE HYDRANT ASSEMBLY, PER COR DETAIL B102. LOCATE HYDRANT 18" BEHIND FACE OF CURVE RADIUS DELTA TANGENT LENGTH CURB. C16 30.00' 88' 16' 40 29.1 1 ' 46.22' C17 10.00' 66018'25" 6.53' 11.57' 11 ALL RADIUS NOT LABELED ARE 3 FEET TYPICAL. C18 25.00 1 90"05'34" 25.04 39.31 C19 25.00 89054'2(54r- 9'54 26 24.96 39.23 )2 CONNECT ROOF DRAIN TO NEW 8" DIA CPEP. C20 25.00' 82'47'29" 22.04' 36.12' C21 25.00 77018--'-54" 2-0. 007 33.74 )3 LIGHTED CROSSWALK SYSTEM. SEE SHEET E1.1 C22 25.00 89'50 38 24.93 39.20 C23 25.00 11 90° 1 1 19" 25.08 39.35' rda 1701 Cornrne m Tacoma, Washington Ref. North +�� 502 3363 -8700 DRA: VS C KD: SCALE: 1 N= 20' -0p, / 253) 383 -6728 fox CONTRACT: wlsrr►bsrls of IV+ohibotun 1 000 Lenora 9t» Suits 405�,�, C03057C TM Amerloon Urban assign Saattla, Washington rnstnute a PlarNang 0' 10' 20' 40P Interior Oesign 06121-2720 (206) 223 -2742 206 622 -9442 fox rda I -w z J Z U Department of Transportation - Transit Division UH IG: I- 6 -6 -00 LE RENTON TRANSIT CENTER 213 0 40 7 1 6 CITY OF RENTON owc. No. GRADING AND UTILITIES PLAN sHr C8 OF �P6or SCANNFn NOV - 71003 A 4 DESIGNED B. PHILLIPS -- �. I1 DRA: VS C KD: SCALE: 1 N= 20' -0p, / RECOM. CONTRACT: King County C03057C APPEOVEOL I -w z J Z U Department of Transportation - Transit Division UH IG: I- 6 -6 -00 LE RENTON TRANSIT CENTER 213 0 40 7 1 6 CITY OF RENTON owc. No. GRADING AND UTILITIES PLAN sHr C8 OF �P6or SCANNFn NOV - 71003 A 4