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Home My WebLink AboutT-27560DZ z N } W a a rn W W U N 0 J a N V O Q 0 J a W x W 0 0 :DE �E �C Iva = J -j g -J a0 z fy ° Q � LL- �._ o of f-- Q 0 Z Lj C L101 (✓ IL C 15.00 CE ° q: Q J r) Enna 89055"15m 34.95 wz C14 W 00 37.77F 60.54 C15 12 -50' 116 0003'18- 71.09' 34.92' _ _ - - 1+55-13 z .� TR=-- BURNETT AVE S Q E.L. 1+41.05 f � O w� ', 1+39.99 o 36.20 z >- z Q F- 0 w & z Q z W � � 202 Q -91.31 f�, r SPOT EL 203 z CD 35.88 CL, GB 204 2 +00.08 -91.32 37.29 SPOT EL M 2 +28.78 :DE �E �C Iva = J -j g -J a0 z fy ° Q � LL- �._ o of f-- Q C9 - Lj 3 cl (✓ IL C 15.00 CE ° q: Q J :DE �E �C Iva = J -j g -J 0 Ln ail RADIUS z TANGEN T O C8 30.00 V) Q N C9 O :. Lo a- Z + N� 15.00 N q: Q J Y Enna 89055"15m 34.95 54.931- 4, 93 C14 40.00 86'4314 37.77F 60.54 C15 12 -50' 116 0003'18- 71.09' 34.92' _ _ - - 1+55-13 U- (A TR=-- BURNETT AVE S W 1+41.05 f m > ', 1+39.99 o 36.20 z Z Y vU -61.50 36.82 & 201 1+55.17 -51.31 35.97 GB, LP 202 1+55.31 -91.31 36.77 SPOT EL 203 1+55.00 0.00 35.88 CL, GB 204 2 +00.08 -91.32 37.29 SPOT EL 205 2 +28.78 a. 36.72 FL 206 2 +39.49 -67.31 37.33 GB 207 2 +39.49 -57.50 37.42 Q 208 2 +39.49 -46.81 37.11 GB w 2 +50.05 -46.81 37.17 FL 1210 2 +50.05 -51.31 1 37.07 FL, LP a 0 0 Ln ail Zo Q CURVE :DATA CURVE RADIUS W TANGEN T O C8 30.00 84'15 40 27.14 N C9 O :. Lo _1 Z + N� 15.00 N q: Q 10.84' C13 Enna 89055"15m Zo Q CURVE :DATA CURVE RADIUS DEL TA TANGEN T LENG T!-I C8 30.00 84'15 40 27.14 44.12 C9 30.00 89'5517 29.96 47.08 C11 15.00 41 '23 59 5.6 7 10.84' C13 35.00 89055"15m 34.95 54.931- 4, 93 C14 40.00 86'4314 37.77F 60.54 C15 12 -50' 116 0003'18- 71.09' 34.92' PLAN - BURNETT AVE S - SCALE 1 " = 20' NO. "C" -LINE" POINT # STATION x. U-) L0 C1 1+23.41 -00.59 36.20 PC 192 �-- -46.11 36.00 FL 193 � . =•v' 35.80 QM N 1+49.53 ^ FL 195 1+64.38 268 I- 266 - , � �--- 196 22+00 -46.81 36.07 _ _ _ - - 1+55-13 -39.50 36.21 TR=-- BURNETT AVE S W 1+41.05 f 36.27 Z ', 1+39.99 - - - -- _ SS 36.20 P1, FL 200 24" DAL -61.50 36.82 GB 201 1+55.17 -51.31 35.97 GB, LP 202 PLAN - BURNETT AVE S - SCALE 1 " = 20' NO. "C" -LINE" POINT # STATION IOPFSET ELEVATION DESCRIPTION 191 1+23.41 -00.59 36.20 PC 192 1+27.48 -46.11 36.00 FL 193 1+36.62 -34.15 35.80 FL 194 1+49.53 -26.42 1 35.60 FL 195 1+64.38 - 24.00 35.40 PT, LP, FL 196 1 +55.16 -46.81 36.07 GB, LP 197 1+55-13 -39.50 36.21 GB, HP 198 1+41.05 -39.50 36.27 GB, HP 199 1+39.99 -46.80 36.20 P1, FL 200 1+29.70 -61.50 36.82 GB 201 1+55.17 -51.31 35.97 GB, LP 202 1+55.31 -91.31 36.77 SPOT EL 203 1+55.00 0.00 35.88 CL, GB 204 2 +00.08 -91.32 37.29 SPOT EL 205 2 +28.78 -51.31 36.72 FL 206 2 +39.49 -67.31 37.33 GB 207 2 +39.49 -57.50 37.42 GB, HP 208 2 +39.49 -46.81 37.11 GB 209 2 +50.05 -46.81 37.17 FL 1210 2 +50.05 -51.31 1 37.07 FL, LP Z I TiQe- fed -1711 narametrIx, Inc. 4 1 -ti LO !!••7` • s STA 1+30.13 L r--.,- - - 93-03' LT I ' R / STA " B"-- 19 +93 -20, 44.66 LT = STA "C " -3 +53.129 97.76' LT 59 5 --;- 8 \-LlMffS OF PROJECT •_.:_ k• .� a OFFSET ELEVATION DESCRIPTION 211 2 +50.10 -91.33 r SPOT EL 212 3 +00.10 � 38.04 SPOT EL 213 2 +96.33 -51.31 37.64 FL 214 2 +96.32 -46.81 37.74 FL 215 1+40.49 39.50 `f - GB, H P 216 1+54.82 53.00 35.94 F 217 o - -91.35 38.49 PI, FL 218 3 +43.29 rr 38.50 FL 219 3 +38.48 -67.31 38.42 FL 220 7 -51.31 38.40 FL 221 3 +42.79 -66.81 39.00 TC 222 3 +38.98 -66.81 38.82 y J 2 4 *j: ) 99 18 Z 198 x 210 14 2 0 F 54 y o -_ k ` 6 207 CB #26 CB #2 . o • v i t .. ! r I 201 5.5' 13 0 { • 191 of # 0 x 209 CB #29 P s o c6 #23 CB #25 c6 #27 279 223 6 I_- 4 ; ° c ° 1, ° Q O r ° C t a �� f . � 275 i t 1 a 196 225 Lx j CB #24 . I z ; 197 1 5 208 SEE PROFILE 7, C 1 258 a = i 9 ;; : i 19 GRADE BREAK CB 19 C9 l o F ?,,� - el /St-E PROFILE 6 C 1 1 �--, ! t 194 i I -W: E` , CUT THROUGH CONSTRUCTION W I „C„ LINE CB 18 Z ' i ' I t I'll J �+1 s I ;e R 203 2 +00 3 +00 + i i I _ i► I _�. = f � i , Q �-3+ 7.58 Xj It IZ �•! I N 88 33 50 W,r SEE PROFILE 8, C1 1 STA 13 +37.94 I �� C,7 ' �- SEE PROFILE 9, C1 1 'Q ' � � - +-_- ____f_ --- SEE PROFILE, C 1 1 x ! I, I ,n I . LOGAN AVE S ,- 231 + I o - I z CB # 17 I ' 0 r, r STA 1 +00.00 I Cl CB 16 260 ROW LINE i i + CUT THROUGH j, ; :so , , I Ut W -� 238 = Z =�� , , a r � 3 hO�� 1 } 215 237 ° 249 ° ! C8 ( ~- �-- \ GRADE BREAK ' ! 1 -! C B 30 243 CB #22 247 254 255 �, ,�, ,. i", 227 D� 191F z_ z it -�, 236 279 244 280 281 TRENCH DRAIN I � i '' tt r i Q 0 3 � ; �� x: I i I � i I C; 05 .�. X N 88'32'49" W , 224.09' x 5.50 248 ' 3 i z 278 5.5 245 �-' 252 ► 11 I E �; i I : Z I1 3 1 } 0 232 CB # 21 X53 SEE PROFILE 10, C1 241 I i I ° v 242 250 251 i ; r !' 5'1_ 5 = CD_ - I I! l b I r °y:� i c `' , � � ! lX i J V X � i 8 s t L_ 18 LF E - o ► ° -j 0. s STA 1 +29.85, TRENCH DRAIN `;' 3 - # i Lrr i , l - N - a� Iz -`r` 1 107.44 RT i ili -8.0 � ° LIMITS OF PROJECT imp I I o l i rl i 35' `� �s ® N 88 °33'SrJ" W 224.09' 249 I' I , ° i 11t / / X ! I /��l - % • - -J / :t, - T D 234 233 239 240 "B"'-17+92.86, i:z STA i s ! � I , ; ;c , POINT # STATION OFFSET ELEVATION DESCRIPTION 211 2 +50.10 -91.33 37.87 SPOT EL 212 3 +00.10 -91.34 38.04 SPOT EL 213 2 +96.33 -51.31 37.64 FL 214 2 +96.32 -46.81 37.74 FL 215 1+40.49 39.50 36.41 GB, H P 216 1+54.82 53.00 35.94 NOT USED 217 3 +43.29 - -91.35 38.49 PI, FL 218 3 +43.29 -67.31 38.50 FL 219 3 +38.48 -67.31 38.42 FL 220 3 +38.48 -51.31 38.40 FL 221 3 +42.79 -66.81 39.00 TC 222 3 +38.98 -66.81 38.82 TC 223 3 +38.98 -47.34 38.70 TC 224 3 +46.52 -46.81 38.90 FL 225 3 +41.66 -39.50 38.51 GB 226 1 +19.92 58.95 35.62 PC, MATCH EX 227 1+22.60 45.57 35.68 FL 228 1+25.83 39.53 35.75 GB, HP, FL 229 1+30.19 34.23 35.68 FL F230-- 1 +41.54 26.66 35.54 FL 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. STA 1 tUU I U STA A 5-x-97.5$ `��-'�' �' I c12 � STA "C " -3 +53.94, GRADING AND UTILITY NOTES PLAN -CUT THROUGH 107.44' R. SCALE 1 " = 20' � CONTRACTOR TO VERIFY INVERT ELEVATION. POINT # STATION OFFSET ELEVATION DESCRIPTION 231 1+54.92 24.00 35.40 PT, GB, LP 232 1+29.19 59.50 36.32 GB 233 1+54.64 107.10 37.00 GB 234 1 +37.35 107.16 36.06 MATCH EX 235 1 +19.85 107.22 35.40 MATCH EX 236 1+54.82 53.00 35.94 GB, LP, FL 237 1+54-84 47.50 36.04 GB, FL 238 1+54.87 39.50 36.21 GB, HP 239 1+99.87 106.94 37.52 SPOT EL 240 2 +39.50 106.79 38.22 MATCH FF EL 241 2 +39.50 69.00 37.30 GB 242 2 +39.50 61.50 37.45 GB, HP 243 2 +39.49 47.50 37.08 GB 244 2 +28.84 52.83 36.69 FL 245 2 +49.94 53.02 37.04 GB, LP, FL 246 2 +50.05 47.50 37.14 FL 247 2 +99.96 39.50 37.88 GB, HP 248 2 +99.94 53.02 37.74 GB, FL 249 2 +99.88 106.58 38.67 SPOT EL 250 3 +18.14 76.42 38.25 SPOT EL Ref. North 0' 10' 20' 40' t A 'I �Vlerr6tt +Pardini The Anwilmn �►�� Urban Design Inhwilor Design 1701 corr,"I Tacoma, Washington 98402 -3207 253 383 -8700 253; 383 -8728 fax s � 405 sti Sea 2ct -2720 �� 206) 223 -2742 208) 622 -9462 lox _'..a.�.xue�xta. ttlBPSkcC -�... POINT # STATION OFFSET ELEVATION DESCRIPTION 251 3 +40.84 76.59 38.30 SPOT EL 252 3 +40.84 58.60 38.27 GB, LP 253 3 +28.71 55.35 38.35 FF EL 254 3 +23.05 39.50 38.21 SPOT EL 255 3 +36.05 39.50 38.47 GB, HP 258 3 +00.04 -39.50 37.88 GB, HP 259 3 +43.29 -91.60 38.99 TC 260 3+18.15 24.00 37.39 PI 261 1+20.14 -99.04 36.43 PI, MATCH EX FL 266 1 +53.74 -5.16 - PC, FL 267 ?1+51.12 -61.01 - PC, FL 268 2 +07.45 -0.87 - MATCH EX 274 1+40.48 -67.31 36.00 P1, FL 275 1+83.80 -51.31 CURB, FL CURB, FL 276 2 +89.30 -51.31 277 3 +38.48 -86.35 CURB, FL 278 1+40.49 53.00 CURB, FL 279 1+80.84 53.00 CURB, FL 280 2 +70.80 - 53.02 CURB, FL ' 1 13+11 .59 53.02 CURB, FL 33789 r o DESIGNED B. PHILLIPS DRA: K \ VS RECOM. King County APPBQVED • Y1 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. g PAVEMENT APPROACH THICKNESS SHALL BE 6 ". BACK OF SIDEWALK ELEVATIONS SHALL MATCH EXISTING. 10 INSTALL 24 "x6" TAPPING TEE (MJxFL), FIRE HYDRANT ASSEMBLY, PER COR DETAIL B102. LOCATE HYDRANT 18" BEHIND FACE OF CURB. 1 J 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 SCALE: 1 ° =20' -0° RENTON TRANSIT CENTER coNTR,ocr: C03057C CITY OF RENTON GRADING AND UTILITIES PLAN I• 7-- 2115 cr f� FILE 23040718 DWG. N0, C10 01 SCANNED NOV . 7 2003 r~