No preview available
HomeMy WebLinkAboutT-27560Ci. 3 a° Z o� Li N �C z ._ 0 f Q Y �Q CN U z Li w a. O cin C6 15.00 11707"48" 24.54 Q > M ii 2-r07'47w o 7.10 C8 30.00 84' 15140" 27.14 44.12 C9 30.00 89'5517 29.96 47.08 a_ 15.00 90'35 11 15.15 23.72 C11 C. 41-23"59- 5.67 10.84 C.012 15.00 Q 34.20 PC 125 15 +81.11 28.73 z FL � t < I FL 127 Qf O 21.36 37.96 $ �-- LL z 37.91 z� 129 0 26.00 O U z Lv 130 ee z 38.38 z 131 16 +50.00 -26.00 38.18 GB, HP 132 16 +50.00 -3.00 W a FL 133 � 3.00 38.52 W 134 U Uj 26.00 z GB, FL 135 16+81.00 3.00 38.83 FL. M J 4 N 0 a I 0 W d 0 J CL W x h h N N 0 Y E E Arm a� x:4 T O _ N � W ZkA a° Z o� Li N �C 00 ._ 0 f Q Y �Q C5 U z Li w a. O cin C6 15.00 11707"48" 24.54 om E E Arm a� x:4 T O _ N � W ZkA 0 w Ce Z p a IF OWN- ASM DA TA LLj JO (n in P, it ts in �- r CURVE RADIUS Z TANGENT LENGTH C4 15.00 a Q Y 32.02 C5 15-00" 32''.7 22 J a O cin C6 15.00 11707"48" 24.54 om > 15.00 2-r07'47w o 7.10 C8 30.00 84' 15140" 27.14 44.12 C9 30.00 89'5517 29.96 47.08 a_ 15.00 90'35 11 15.15 23.72 C11 C. 41-23"59- 5.67 10.84 C.012 15.00 Q 34.20 PC 125 15 +81.11 28.73 W FL 126 15 +86.68 23.28 38.00 FL 127 15 +94.47 21.36 37.96 FL Q 16 +02.04 23.68 37.91 GB, LP, FL 129 0 0 w Ce Z p a IF OWN- ASM DA TA LLj JO (n in P, it ts in �- r CURVE RADIUS DELTA TANGENT LENGTH C4 15.00 12717"32w 27.22 32.02 C5 15-00" 32''.7 22 4.34 8.45 C6 15.00 11707"48" 24.54 30.66 C7 15.00 2-r07'47w 3.62 7.10 C8 30.00 84' 15140" 27.14 44.12 C9 30.00 89'5517 29.96 47.08 C10 15.00 90'35 11 15.15 23.72 C11 15.00 41-23"59- 5.67 10.84 C.012 15.00 130'37 42 32-63Y 34.20 `•J 'q* co + 0 Ln Q- ,Q r �, ` I Ire) MATCH LINE STA 3 +25 j --d ; - i + �_ NEW ^., PS EE SHEET CO LO ` �' o 3 C 114 w 159 153 ♦ n !' S �3 11 fi --- 257 256 W 160 - ; ROW LINE �► I IT 0 L0 _. ._ ' •� 121 1 T. - _.S..y •��_ -LiV - !- �JI .._V� +- _ JV ! ''VV •V JT -. + {f T- - _ - - _ :R! 1\ 122} 0 139 0 4 8 n .� CB / #1 CB4 CB - _Z ; x c (n e i3) BURNETT CONSTRUCTION 150 151 -_ 162- - / 24r 'c1• l t� » � _ � M4 t 1A -- i� #--- -� ��'' -- ----,� - - - - -- -----g E1i�t€ 158 � c 163 006 'SEE PROFILE 1 _ e�-;�1� -�� _ _ _ _ _ - )49 _ -� ss z_� ►,tea -- -- ss !` \ 1 S� aLT•20 __ _ - 4!�TRO____ �c _ _ lat=C SS- _- _ __ - - ---f -�{ _ I SEE PROFILE 3, C1 1 120 , js +oo 130 132 137 140 1 7 +00 18 +00 155 1 .-y o - 1 fi5 ' 130 S 1630'48" W '� 133 135 BURN AVENUES 14' 146, 156 �� - - - 157 U C4 N � _�-��- -- - - 43 - _ C B- 8 SD � 0 C5 CB 2 g SEE PROFILE 2 C 1 1 147 r_ "B" LINE STA 19 +OQ_3 t-i --- df: Y , _D LO N + ( o -SP T �P Jr COKC. 176 1 BASE j7 31 0 or ��,�•� �r -- ----CB -13 _ 168 171 174 X64 C B # 10 cotv�.l - _- ----- ss 4 1 -- - - -- - -- ss - 144 _ # - - - � - _ ,.0 " - LINE STA 3+97.58 -- - - - - - -- - 5 X129 136 13 142 C B 9 o 126 Cg #3 CB #6 \-AURNETT ROW Q s' S- C.I. 6~ C.I. W Vi w �12 ■ 28 ri - -�ca - - �c -- UGP :� UUCP- - cp -,_ - - = - - -� � UGP -, STA 18+63 EE 127 ROW LINE �` ELT -39.88 STA "B" - h 5+60.12, 1 B U R N ETT AVE S f 'r S 3RD STREET, STA 16 +81 r +II ROW EL =39.24 C D 11• • 'n C12 C12 Q _ '� N 'I' 6 (/?I ILO �; \ El ,I STA 15 +60 TO STA 21 +25 11 'PLAN - BURNETT AVENUE S No. - Ll N ALIGNIVIEN T RA IN P INT J-' , SCALE 1 = 20 POINT # STATION OFFSET ELEVATION DESCRIPTION 116 15 +81.14 -49.95 37.44 FL, VATCH 117 15 +81.14 -37.70 37.57 PC 118 15 +83.06 -30.36 37.70 FL 119 15 +88.32 -24.90 37.83 FL 120 15 +95.58 -22.71 37.96 GB, HP 121 16 +02.98 -24,35 37.91 PRC 122 16 +09.82 -26.00 37.86 PT, LP 123 15 +79.02 62.05 38.24 FL (EX) 124 15 +79.02 36.36 38.09 PC 125 15 +81.11 28.73 38.05 FL 126 15 +86.68 23.28 38.00 FL 127 15 +94.47 21.36 37.96 FL 128 16 +02.04 23.68 37.91 GB, LP, FL 129 16+10.05 26.00 37.86 GB, LP, PT 130 16+11.00 0.00 38.38 AC 131 16 +50.00 -26.00 38.18 GB, HP 132 16 +50.00 -3.00 38.52 FL 133 16 +50.00 3.00 38.52 FL 134 16 +50.00 26.00 38.16 GB, FL 135 16+81.00 3.00 38.83 FL. Parametrix, Inc. POINT # STATION OFFSET ELEVATION DESCRIPTION 136 16 +81.00 26.00 38.35 GB, FL, HP 137 17 +07.00 3.00 38.51 FL 138 17 +07.00 26.00 38.16 FL, GB 139 17 +47.00 -26.00 37.26 FL, LP 140 17 +47.00 -3.00 37.72 FL 141 17 +47.00 3.00 38.15 FL 142 17 +47.00 26.00 37.80 GB, LP, FL 143 17 +86.00 3.00 38.47 FL 144 17 +86.00 26.00 38.12 GB, HP, FL 145 18 +08.00 -26.00 37.86 GB, HP, FL 146 18 +08.00 -3.00 38.28 FL 147 18 +36.00 3.00 38.02 FL 148 18 +36.00 26.00 37.68 GB, LP, FL 149 18 +43.75 -26.00 37.57 PC, GB, LP, FL 150 18 +54.53 -28.00 37.69 FL 151 18 +63.87 -33.75 37.81 GB, HP, FL 152 18 +70.52 -42.47 37.66 PT, FL 153 18 +73.60 -53.00 37.51 PT, FL 154 19 +28.91 25.76 38.35 GB, FL, HP WASHINGTON OREGON Sumner Portland Bremerton TEXAS Kirkland Houston Job No.: 95000.00 All material appearing herein constitutes the unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. POINT # STATION OFFSET ELEVATION DESCRIPTION 155 18 +46.94 -3.00 38.08 PC 156 18 +46.94 3.00 38.16 PC, FL 157 19 +00.36 0.00 38.64 INT CL'S 158 19 +00.32 -25.99 38.38 CURB LINE EXT CL 159 19 +24.28 -55.96 37.70 1 PC, FL 160 19 +25.94 -46.15 37.80 CB, LP, FL 161 19 +30.28 -38.00 37.90 FL 162 19 +36.90 -31.55 38.00 FL 163 19+45.16 -27.42 38.08 FL 164 19 +54.28 -26.00 38.15 GB, HP, PT, FL 165 19+49.45 0.00 38.54 FL 166 19 +76.00 3.00 38.39 FL 167 19 +76.00 26.00 38.00 GB, LP, FL 168 19 +85.00 -26.00 37.92 FL, LP 169 19 +85.00 -3.00 38.35 FL 170 20 +35.85 -0.00 38.85 FL 171 20 +47.00 -26.00 38.42 GB, HP, FL 172 20 +45.81 26.00 38.42 GB, HP, FL 173 20 +59.30 26.00 38.32 FL Ref. North 0' 10' 20 40' T IVlerritt+- Pardni menom of Pw Amsrloan Inewite Of ArChReats AVh Urban Design interior Design 1701 Commence Tacoma, Washington •8402 -3207 2) 253 383 -8700 53 383 -8728 tax 1000 Lamm SIL Suits 40S sent9812tN -2 � ingto n 204 223 -2742 204) 422 -9442 tax FR W W w 167 172 173 181 ; C1 ; CB #12 s•c: CB #15 I ^ W w w w { C C12 s j i \ C POINT # STATION OFFSET ELEVATION DESCRIPTION W_ 20 +63.22 -26.00 I �-- 175 20 +73.14 LAJ ; 178 PRC, FL, LP ,ort� SS SS C1 38.27 GB, HP, FL b 20 +89.14 -19.79 \ C1 { 169 $ SEE Z0 +00 F N + ' C 1 t W f 170 189 (n (P 38.08 ' ' 180 ; •, 1 , 20 +98.42 -59.99 t L0 21 +23.14, m -' ._ F9 •' i + 179 -' I �-- 1 N 167 172 173 181 ; C1 ; CB #12 s•c: CB #15 I ^ W w w w { C C12 s j i \ C POINT # STATION OFFSET ELEVATION DESCRIPTION W_ 20 +63.22 -26.00 I �-- 175 20 +73.14 -22.25 ; 178 PRC, FL, LP ,ort� SS SS C1 38.27 GB, HP, FL SEE PROFILE 4, C1 i� 20 +89.14 -19.79 \ C1 FL 169 $ SEE Z0 +00 PROFILE 5, C 1 y OE: \ t ` _ 177?- - W 179 170 189 1 38.08 PT, FL , 20 +98.42 -59.99 37.88 STA "S" - 21 +23.14, m -' _ 166 .._:�?; I B U R N ETT AVE S 1" SD STA 20+32.85 0 RT 1 1 ROW I ` I '`-' " 18 U 3' RADIUS NOT USED 183 20 +88.23 27.16 38.04 FL 184 20 +93.11 30.45 167 172 173 181 ; C1 ; CB #12 s•c: CB #15 I ^ W w w w { C C12 s j i \ C POINT # STATION OFFSET ELEVATION DESCRIPTION 174 20 +63.22 -26.00 38.27 PC, FL 175 20 +73.14 -22.25 38.18 PRC, FL, LP 176 20 +80.78 -18.67 38.27 GB, HP, FL 177 20 +89.14 -19.79 38.21 FL 178 20 +95.58 -25.24 38.14 FL 179 20 +98.06 -33.30 38.08 PT, FL 180 20 +98.42 -59.99 37.88 FL (EX) 181 20 +82.45 26.00 38.00 PC, GB, LP, FL 182 11 ALL RADIUS NOT LABELED ARE 3 FEET TYPICAL. NOT USED 183 20 +88.23 27.16 38.04 FL 184 20 +93.11 30.45 38.08 FL 185 20 +96.36 35.37 38.10 FL 186 20 +97.45 41.15 38.16 PT 187 20 +97.33 53.00 38.28 FL (EX) 188 21+00.66 -0.00 38.40 MATCH EX 189 20 +76.02 -0.00 38.76 AC 256 13 +45.28 -43.50 38.43 GB 257 18 +07.32 - -43.44 38.71 GB 262 18 +41.75 -26.00 37.53 GB, LP, FL Y� u J GRADING AND UTILITY NOTES . 1 CONTRACTOR TO VERIFY INVERT ELEVATION. DESIGNED 2 CONNECT EXISTING 6" DRAINS TO NEW CATCH BASIN. B. PHILLIPS 3 -- �. (MJ) AT DRA: HKD` VS $,W SCALE: 1 "-20' -.0" 4 RECOM. CONTRACT: King County �ewt - C03057C APPRDVED . �I BACK OF SIDEWALK ELEVATIONS SHALL MATCH EXISTING. u J GRADING AND UTILITY NOTES . 1 CONTRACTOR TO VERIFY INVERT ELEVATION. 2 CONNECT EXISTING 6" DRAINS TO NEW CATCH BASIN. 3 REMOVE FIRE HYDRANT, CLOSE VALVE AND ADD PLUG (MJ) AT VALVE. 4 4" PVC DRAIN TO CB FOR EXISTING ROOF DOWNSPOUT. 5 INSTALL DRAIN PIPE THROUGH SIDEWALK AND CURB. CONNECT TO EXISTING DOWNSPOUT. SEE COR DETAIL B005. 6 BACK OF SIDEWALK ELEVATIONS SHALL MATCH EXISTING. 7 RAISE SIDEWALK ABOVE EXISTING GRADE AT FACE OF BUILDING. SEE BACK OF SIDEWALK GRADING POINTS. 8 NOT USED 9 PAVEMENT APPROACH THICKNESS SHALL BE 6 ". BACK OF SIDEWALK ELEVATIONS SHALL MATCH EXISTING. 1D INSTALL 24 "x6" TAPPING TEE (MJxFL), FIRE HYDRANT ASSEMBLY, PER COR DETAIL B102. LOCATE HYDRANT 18" BEHIND FACE OF CURB. 11 ALL RADIUS NOT LABELED ARE 3 FEET TYPICAL. 12 CONNECT ROOF DRAIN TO NEW 8" DIA CPEP. 13 LIGHTED CROSSWALK SYSTEM. SEE SHEET E1.1. Department of Transportation - Transit Division RENTON TRANSIT CENTER CITY OF RENTON GRADING AND UTILITIES PLAN UH I t: 6 -6-•00 FILE 23040717 DWG. N0. C9 SHT SCANNED NOV - 72003