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HomeMy WebLinkAboutT-343090R19 INTERSEC11ON CURVE DATA HORIZONTAL VERTICAL PC - 45 +87.23 DATA REF. POINT 41.90' LT 48.50' LT ELEVATIONS: A = 69 -31 -49 BEGIN 31.13' R = 46.00' %4A 31.22' L = 55.82' %24 31.31' T = 31.93' 3/40 31.40' PT - 549 +28.35 END 31.32' -STA 33.47' RT 48 +53.13 -STA 45 +55.29, / CONSTRUCTION LEGEND GENERAL CONSTRUCTION NOTES 1 548 +28.76 �n NEW PAVEMENT AREA. INSTALL 1• SEE PREVIOUS SHEET. / STA 548 +35.77 %% %y / ,%� NEW HMA ROADWAY PAVEMENT i IA'. I m l DET SECTION AND OVERLAY 25, AND CONSTRUCTION NOTES 2�� ;/ l TYPICAL SECTIONS, (1 MATCH EXISTING. Q / SHEETS 19 -23. /� • '` j v s / 1 (2 PAVEMENT GRINDING LIMITS. SEE DETAIL, SHEET 24. O OVERLAY ONLY AREA. .I / ' D 4 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A WITH ; , A (/� / I /j f ! _ WALGREEN S INSTALL HMA OVERLAY PER O R20 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 548 +79.75 * DATA REF. POINT SHEET 24, AND TYPICAL SECTIONS, 41.90' LT ELEVATIONS: A = 99 -24 -05 BEGIN R = 46.00' %4e L = 79.80' %2A T = 54.24' 3/4A PT- 47 +43.52 END -STA 46 +24.11, 46.08' LT LT ROADWAY PAVING DETAIL, DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F- 40.15 -01. SEE SHEET 24, AND TYPICAL SECTIONS, CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP BEGIN 30.21' SHEETS 19 -23. PLACEMENT. %4A 30.55' L = 109.00' %2A 30.96' T = 82.28' -STA 45 +96.58, 49.46' LT 551 +42.23 -STA 46 +24.11, 69.46' LT 48 +52.96 12.81' RT CEMENT CONCRETE SIDEWALK -STA 47 +09.06, 70.18' LT 48 +53.13 -STA 45 +55.29, 70.10' RT 7 AND /OR PAVEMENT. CONSTRUCT -STA 47 +19.68, 56.12' LT 279.00' -STA 46 +40.44, 50.72' RT CONCRETE PER TYPICAL SECTIONS 9 47 +20.51 4.82' RT AP SHEETS 19 -23. O CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PARALLEL A WITH 48 +26.41 _ DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F- 40.12.01. 8.59' RT SEE -- - - - - -- APPROXIMATE CONSTRUCTION CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP \ -, LIMITS. SEE ROW PLANS FOR PLACEMENT. - TCE WHERE ADJACENT TO -STA 46 +82.65, 34.78' RT 1 / PRIVATE PROPERTY rr e �' lky ^Ct" I *MATCH EXISTING GUTTER ELEVATIONS 1 _ _ _ _ _ _ _ _ _ _ _ _ / 54 I 4 6 FURNISH AND INSTALL MONUMENT CASE AND COVER. 9 22 ` 4 Soy (' I SEE CURB AND GUTTER ROADWAY ,. " 11E -IN DETAIL, SHEET 25 ® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT 31 . STD PLAN F- 10.12 -02. < t , a 4eq u!.nrt s,`•� e°- =r�O C xr ! i �•7' / f" ^�rr �` 3' a.v \ �: ,\� ' �. ,� / r�� I✓� CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS I ^ S ` / 19 -23. FOR DIMENSIONS, SEE PROPERTY RESTORATION PLANS, SHEETS T• . k � � R79 195-205. CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET � a � a - i � � �� � s . �_ -�V � � � -`- ='- -t - I - ,�., � � 194. °O ' °.� ©2 CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. 1-- 10 1 % r I1 ; {; �S g w w n I` 54 \ B 23 CONSTRUCT PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CUR _ MEDIA i 8: I���M� \ \� N f� • • 6 . • � PER WSDOT STD PLAN F- 0.64- T STA 548 +70.68, 9.34' LT TO 45 n ,; STA 549 +14.62, 9.68' LT 1 GUTTER 3 35 02 A -) p ✓ �� 47' 1` 9• :8' s\ h 28 CONSTRUCT CEMENT CONCRETE PEDESTRIAN ISLAND PER DETAILS, SHEETS 7 ocn S ( �'> 193 -194. CONSTRUCTION CL 1p ADJUST SANITARY SEWER MANHOLE TO GRADE. SEE UTILITY ADJUSTMENT w / J STA 46 +35.06 = S SUNSET BLVD STA b5 + t ' 2 .10 7 ¢g 31 s ' \�� DETAIL, SHEET 26. _ RAINIER AVE S -_ / (, STA 48 +72.48 1 s s of �`T' ISLAND 6 ` /' Q 35 FURNISH AND INSTALL PLAQUE. PLAQUE TYPE TO BE DETERMINED BY CITY. a 28 R22 SEE URBAN DESIGN DETAILS, SHEET 281. L - + I 4: STA 48+ .14 _� 0 5 10 20 40 60 APPROX STA 45 +93.8, 75 5' LT APPROX STA 47 +84 9.5 LT E ' N!, 2 SCALE IN FEET 5 4 ' ADJUST MONUMENT CASE AND COVER TO G • -�.. RADE 1 v� 5 d d 4 r 9 1 STA 47 +26.44 sr S lx e�•t t ±e++ -T' > :l: r 1' �4i'a'.: ., '' /� 4 I _ �: \` \\ ." .'i •. n e T s I' / rTt - -- ' �� Iii I\� / / / I% �a.'� \ 55 0 vcp �' CO A, r� 1 / 1 -L STA 551 +49.79 1 STA 551 +30.52 ;STA 551 +49.7 11, 1111, 1111111111111 NUMBERI REVISION DESCRIPTION R21 � lfj I PC - 45 +11.10 R21 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 45 +11.10 DATA REF. POINT 43.47' RT 48.50' RT ELEVATIONS: A = 111 -31 -13 BEGIN 30.21' R = 56.00' %4A 30.55' L = 109.00' %2A 30.96' T = 82.28' 3/4A 31.37' PT- 551 +42.23 END 31.18' 35.00' RT 20.96' RT 48 +52.96 WALKER'S RENTON SUBARU / /` EXTa /' POINT LAYOUT TABLE GUTTER 3 R22 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 46 +43.39 * DATA REF. POINT 1 43.47' RT ELEVATIONS: 0 = 69 -31 -38 BEGIN R = 13.00' 1/4A L = 15.78' 1/20 T = 9.02' 3/4A PT - 46 +56.18 END PCC 35.00' RT 5 54 CONSTRUCT CEMENT CONCRETE PAVEMENT FOR CROSSWALK. SEE TYPICAL CEMENT CONCRETE PAVEMENT AND CROSSWALK SECTION, SHEET 89. FOR FINAL SURFACE TREATMENT, DECORATIVE CROSSWALK TREATMENT DETAIL, SHEET 281. 55 SEE GENERAL CONSTRUCTION NOTE 14. CORRESPONDING SHEETS *MATCH EXISTING GUTTER ELEVATIONS SEE CURB AND GUTTER ROADWAY TIE -IN DETAIL, SHEET 25 POINT LAYOUT TABLE MEDIAN 5 GUTTER 3 >> -14-17 STATION OFFSET DESCRIPTION RADIUS 1 47 +43.47 46.37' LT PC 521' 2 48 +39.31 37.16' LT PT (206) 286 -1640 (253) 627 -0720 SEE GENERAL NOTE 15. >> -14-17 SURVEYED: KPG OFFSET SOSX, wIn yO�92 DRAWN BY: KAT 7 N DESIGN BY: JLF 75391hAvenueN 2502 Jefferson Avenue 2.25' CHECK BY: NM Seade,WA98109 Tworna,WA9M02 20320 ��r PROJ MGR: JF (206) 286 -1640 (253) 627 -0720 /OI B 'l 47 +52.17 VNnY.Yyg.OJm PC FILE: 0655DALN01.dwg 4 T= 343090 POINT LAYOUT TABLE MEDIAN 4 MEDIAN 4 : #. STATION OFFSET DESCRIPTION RADIUS 7 45 +80.22 10.50' LT PC 2.25' 8 45 +80.20 13.50' LT PT 123,124 BID DOCUMENTS MEDIAN 5 :_ #•: STATION OFFSET DESCRIPTION RADIUS 1 47 +07.84 7.13' RT PC 2.25' 2 47 +07.47 7.13' RT PT 123,124 3 47 +52.17 12.16' RT PC 99.00' 4 47 +59.85 12.48' RT PCC 736.00' 5 48 +52.96 12.81' RT PC 1.50' 6 48 +53.13 9482' RT PT 7 48 +24.52 6.36' RT PC 279.00' 8 47 +50.85 2.42' RT PT 9 47 +20.51 4.82' RT AP 10 47 +20.26 6.81' RT AP 11 48 +26.41 10.64' RT AP 12 48 +26.42 8.59' RT AP °i CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY:A DATE: CATEGORY SHEET RIGHT OF WAY PLANS 16 EXISTING CONDITIONS 64 SITE PREPARATION & TESC PLAN 78 ALIGNMENT PLAN - ALIGNMENT PROFILE 102 DRAINAGE PLANS 113 DRAINAGE PROFILE 123,124 WATER PLAN 141 WATER PROFILE 155 JOINT UTILITY TRENCH PLAN 173 JOINT UTILITY TRENCH PROFILES 189 PROPERTY RESTORATION PLANS 204 CHANNELIZATION & SIGNING PLAN 226 ILLUMINATION PLANS 237 IRRIGATION PLAN 291 LANDSCAPE PLAN 303 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PLAN STA 45 +00 TO STA 49 +00 a 90 DRAWING NO. y PROJECT NO. TED403430 FED AID NO. - CM0167(048I DATE: NOV 2011 SHEET NO. 90 OF 304 a z m y m /r O v 1 o � a o -c j •p 0 0 N