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HomeMy WebLinkAboutTRO4103430.170i N O 0 N 0 N Nf- N 0 z Q 0 Ln 0 U C 0 0 V) a 0 / z CD U-1 Q .a ry Q0 0 z 0 z W c� w 0 a_ 0 I o L 1 STA 847+79.30 STA 347+80.47 1 I ° � 1 12 00 e I i I I I I i I I 1 1 c 4 STA 3 8+ 0.15 a I i e l I i I 8 8 I i 1 i ,.j °I a I t 1 �cv � 1 U) 4Z I a I I I CONSTRUCTION NOTES U1 MATCH EXISTING O2 PAVEMENT GRINDING LIMITS: -EE DETAIL, SHEET 24. O CONSTRUCT 6" THICK CEMENT CONCRETE DRIVEWAY. SEE NOTES GENERAL CONSTRUCTION NOTES 12 AND 13, NEXT SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216. ® CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A WITH DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-40.15-01. SEE CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP PLACEMENT. - STA 33+97.26, 62.98' LT - STA 34+39.39, 60.33' LT - STA 34+49.89, 47,95' LT - STA 33+69.69, 46.23' RT - STA 33+82.03, 58.43' RT - STA 34+30.16, 60.70' RT - STA 34+43.82, 46.14' RT O5 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PARALLEL A WITH DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-40.12-01. SEE CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP PLACEMENT. - STA 33+75.31, 43.35' LT © FURNISH AND INSTALL MONUMENT CASE AND COVER. ® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F-10.12-02. O9 CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19-23. FOR DIMENSIONS, SEE PROPERTY RESTORATION PLANS, SHEETS 195-205. JACK IN THE BOX 10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194. 11 CONSTRUCT STEEL SHEET PILE WALL AND FURNISH AND INSTALL PEDESTRIAN HANDRAIL. SEE WALL PLANS AND PROFILES, SHEETS 28-33. INSTALL PER SHEET PILE RETAINING WALL DETAILS. 12 HMA FOR PRELEVEL CL I" PG 70-22 WITH 3" MAX LIFT DEPTH, TO ACHIEVE FINISHED GRADE ELEVATION AT S 4TH PLACE. SEE RAINIER AVE S PROFILE, SHEET 99, S 4TH PLACE PROFILE, SHEET 103, AND TYPICAL SECTIONS, SHEET 21. 14 CONSTRUCT RAPID RIDE BUS SHELTER FOUNDATION PER DETAIL, SHEET 27. 22 CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. 24 FURNISH AND INSTALL TREE GRATE TYPE 2 PER DETAIL, SHEET 281, AND FILTERRA UNIT PER DRAINAGE DETAILS - STA 34+82.45 - STA 34+83.39 25 FURNISH AND INSTALL TREE GRATE TYPE 2 PER DETAIL, SHEET 281. COORDINATE FRAME AND ANCHOR INSTALLATION WITH CURB AND GUTTER. - STA 35+32.22 - STA 35+28.47 29 CONSTRUCT METRO SIGN FOUNDATION PER DETAIL, SHEET 27. I --- 1-------- -�--------------------- u POWER SPORTS a - a. ° - 3 _. ° . LU❑ -'_7 ----- - -- -9------- - - - - -- ,I 54---p --3 -a - CV ^m c. / � pa: T 9 2 i Q214- a" 4 - 9-- 0�0D20e 4 w -4�j 4 2 -A t 4 1 i .4S] . -- w R11 R12 ° g Cn ° ° __ - - - - - -- - - - - 8 CD a --------- ---- -- - ......_-[-_..--------- -[__. _ - o � 12 ° 24 8 25 8 _. ._ _ � _ _. r - - -` � -o `,'`` + cn / ° \. 00 F- 10 c� Lij a. -STA 3a4°+. 1 1.55 • •36 .. .1 RAINIE R AVE S `. • � 10 4TH PL S A 350+00 `�45 3. Cn Cn+Lr,3�'E611 2 :15.CONSTRUCTION GL a.16. n J° 2 . $ 3 I 6 35 �- cn Q ° a 54 a e �' ° o 12 MEDIAN 3 STA 36+07:81, 4.24 10 RT 30 .• • •. 2 54 g L4 • . STA 35+57.38 ,- g I 1'` STA 34+58.39 8 STA 36+40.26 Q---- --- - - - - SSA +54.94 e sD so sD SD SD 25 r� 9 a 24 R14 1. I I 1 R13 I I p I. p 4 F I. a°. a a a ° p a° A p e d 4 4. a s C - a .. e a s (A! 54 _4 4p e:4 A - - a e , a1 a a 4. C p ° ." o 9 4 37 14 29 _ 3 I Imo- _I 4 a 8 - - - - - - - - - - CD 22 i ' McLENDON - WALL 5 I ,, 8 I 4 So HARDWARE I 3 I I I \ I ' II Ln a 1__ ° •,� - _ ,� i 0 5 10 20 40 60 J - _ _� . I SCALE IN FEET CL ST 351 +15.58 e 8 STA 351+48.94 1 I � 2 i 30 FURNISH AND INSTALL ADVANCE DIRECTIONAL FOOTING. SEE DETAIL, SHEET 281. - STA 36+87.00, 0' RT 37 CONSTRUCT METRO TECH PYLON FOUNDATION, SEE DETAIL, SHEET 27. 45 ADJUST MONUMENT CASE AND COVER TO GRADE. 54 CONSTRUCT CEMENT CONCRETE PAVEMENT FOR CROSSWALK, SEE TYPICAL CEMENT CONCRETE PAVEMENT AND CROSSWALK DETAIL, SHEET 89. FOR FINAL SURFACE TREATEMENT, SEE DECORATIVE CROSSWALK TREATMENT DETAIL, SHEET 281. GENERAL CONSTRUCTION NOTES 1. SEE NEXT SHEET. CONSTRUCTION LEGEND 1. SEE CONSTRUCTION LEGEND, NEXT SHEET. POINT LAYOUT TABLE MEDIAN 2 MEDIAN 2 STATION OFFSET DESCRIPTION RADIUS 9 33+58.20 4.50' LT PC ---� 1 50T-1 10 -r 33+58.20 7.50' LT PT --- - --.�------I', POINT LAYOUT TABLE MEDIAN 3 MEDIAN 3 # : STATION OFFSET DESCRIPTION RADIUS 1 34+60.85 4.50' RT PC 1.50' 2 34+60.85 7.50' RT PT 3 36+42.24 7.50 RT PC 3007.50 4 37+79.98 7.50' RT _ PT 5 37+84.54 7.50' RT PC 99.00, 13 37+7 9 98 7.50 LT PC 2992.50' '14 36+87.23 7.50' LT _ P R C 99.00' 15 16 36+70.36 36+17.96 I 6.01' [T 2.99' RT I PT IT I PC ---- _ PT _10_1_.00'- 17 36+00.58 4.50' RT 18 36+26.65 3.50' RT AP 19 36+26.65 5.50' RT AP R14 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 350+69.96 DATA REF. POINT 20.96' LT ELEVATIONS: A = 85-53-04 BEGIN 25.19' R = 31.00' 1/4L 25.30' L = 46.47' %2A 25.42' T = 28.85' '/4A 25.54' PT - 34+58.39 END 25.65' 42.50' RT t I _ SEE GENERAL NOTE 15. SEE GENERAL NOTE 15. SEE GENERAL NOTE 15. SEE GENERAL NOTE 15. T-343081 CORRESPONDING SHEETS CATEGORY SHEE.11 RIGHT OF WAY PLANS 13 EXISTING CONDITIONS 61 SITE PREPARATION & TESC PLAN 75 _ ALIGNMENT PLAN - _ ALIGNMENT PROFILE 99 DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 WATER PROFILE 152 JOIN_T UTILITY TRENCH PLAN - 170 JOINT UTILITY TRENCH PROFILES PROPERTY RESTORATION PLANS 186 201 CHANNELIZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN LANDSCAPE PLAN 300 11-14-11 �1A 0�4Co.6 wn.s _ o ��o ��`� 20Tea �jo.NAL ��G SURVEYED: KPG DRAWN BY: KAT-- DESIGN BY: JLF _ _ CHECK BY: NM -`- PROJ MGR: JF _ FILE: 0655DALN01.dwg IPCx*4k B I D 753 9th Avenue N 2502 Jefferson Avenue Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS (206) 286-1640 (253) 627.0720 www,kpg.com `' CITY OF IZENTON Public Works Department APPROVED FOR CONSTRUCTION BY: Aim.. DATE: RAINIER AVENUE S (SR 167) S GRAD `I' WAY TO S 2ND ST ALIGNMENT PLAN STA 33+50 TO STA 38+00 DRAWING NO. 87 PROJECT NO. TED403430 FED AID NO.-CM0167(048; -. DA �T E. NOV2011 SHEET NO. 87 OF 304 [NUMBER REVISION DESCRIPTION BY APP. DATE