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HomeMy WebLinkAboutTRO4103430.173R19 INTERSECTION CURVE DATA / CONSTRUCTION LEGEND GENERAL CONSTRUCTION NOTES Q N N CD N 7-1 0 Q 0 Ln O c 0 U a 0 / z c� V) LLJ 0 / Q Of I Ln CD z 0 z W U w -a 0 a_ NUMBER ♦ 1 548+28.76 �/I -� � NEW PAVEMENT AREA. INSTALL 1. SEE PREVIOUS SHEET. HORIZONTAL VERTICAL / i / STA 548+35.77 /� �� NEW HMA ROADWAY PAVEMENT PC - 45+87.23 DATA REF. POINT / p so lx;- f SECTION AND OVERLAY PER CONSTRUCTION NOTES 48.50' LT ELEVATIONS: ♦/ Q r 2 DETAIL, SHEETS 24-25, AND �T v- _ 1 MATCH EXIST!NG. L� = 69-31-49 BEGIN 31.13 / / 9 � 1 TYPICAL SECTIONS, o R = 46.00' Y4® 31.22' / /� - Q / ,� s � 1 SHEETS 19-23. L = 55.82' Y2A 31.31' / w 2 PAVEMENT GRINDING LIMITS. SEE DETAIL, SHEET 24. T = 31.93' 3/4A 31.40' ♦ / �� /` U, , OVERLAY ONLY AREA. PT - 549+28.35 END 31.32' / WALGREEN S INSTALL HMA OVERLAY PER ® CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A WITH 9 �- S'� � � 1 ROADWAY PAVING DETAIL, DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-40.15-01, SEE 33.47 RT / / 1 R20 INTERSECTION CURVE DATA SHEET 24, AND TYPICAL SECTIONS, CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP ♦ / �� SEE GENERAL NOTE 15. © / / i HORIZONTAL VERTICAL SHEETS 19-23. PLACEMENT. -STA 45+96.58, 49.46 LT -STA 46+24.11, 69.46' LT OREILLY S / / �\ ` ` CEMENT CON -STA 47+09.06 ' 1 STA 548+65.�1 PC - 548+79.75 *DATA REF. POINT ' CONCRETE SIDEWALK 70.18 LT -STA 45+55.29, 70.10 RT ` � �- � e 41.90 LT ELEVATIONS: � / A = 99-24-05 BEGIN AND/OR PAVEMENT. CONSTRUCT -STA 47+19.68, 56.12' LT -STA 46+40.44, 50.72' RT /♦ 55 / i 8 23 �`�� o ! R = 46.00' Y4p CONCRETE PER TYPICAL SECTIONS ® ° ° / ! L = 79 80' 2A SHEETS 19-23. ® CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PARALLEL A WITH e : / DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-40.12.01. SEE CROSSWALK RAMP REFERENCE POINT DETAIL, AIL, SHEET 91, FOR RAMP T= 54.24' 3/4A _ i i i i i i� APPROXIMATE CONSTRUCTION T 35 , / a c,, " ° f 55 / PT - 47+43.52 END LIMITS. SEE ROW PLANS FOR PLACEMENT. 4 ,° / "' o a °: 1 46.08' LT TCE WHERE ADJACENT TO -STA 46+82.65, 34.78' RT _ _ _ _ _ / 54 ► *MATCH EXISTING GUTTER ELEVATIONS PRIVATE PROPERTY I _ _ _ r _ _ _ _ _ I FURNISH AND INSTALL MONUMENT CASE 4 6 F AND COVER. 9 22 - ° ° . �, � � ► SEE CURB AND GUTTER ROADWAY O °Q a a ° ° 4 ° . TIE-IN DETAIL,SHEET 5 a ° 31 . T 2 e - - -- 4'Ja , a a ° °: ° ° O CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT 8 CONSTRUCT CEMENT ° _ r, a ` / ` STD PLAN F-10.12-02. °° ® .. ° °� CV s ° ° 0 CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS ` S p sp / ` \� 19-23. FOR DIMENSIONS, SEE PROPERTY RESTORATION PLANS, SHEETS 77 oe R19 I R20 e 4 q 195-205. ° 10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET ° ° 194. SID 00 10 ° e ° 22 CONSTRUCT INTEGRAL CURB P w .�- I d ° ..�,• S- `= - ° 9 � �-% PER LOCATION TABLE AND DETAIL, SHEET 24. w / o I I 54 MEDIA M ; z <. 8 . + I - S 23 CONSTRUCT PRECAST CONCRETE DUAL o FACED SLOPED MOUNTABLE CURB ° °° GUTTER 3 35 PER WSDOT STD PLAN F-10.64 0 2, AT STA 548+70.681 9.34, LT TO CD 7 ® � 45 � °- � 46 .r. 4 . STA 549+14.62, 9.68 LT n c� �... g ° 9 . s o, ', .8 , CONSTRUCT CEMENT CONCRETE PEDESTRIAN ISLA ND PER DETAILS , SHEETS�._47 c i CONSTRUCTION CL a 93 i 94. f f ° °° I °. 2 w I STA 46+35.06 1 0 ADJ UST o SA .. NITARY S / 31 EWER MANHOLE TO GRAD E. SEE UTILITY ADJUSTMENT ° I S SUNSET BLVD STA 5+ o 0 DETAIL SHEET 26. b 54 I .2•' • • • 31 s x °, . �-„� ,. 48 RAINIER AVE S �- - _ •• 1 / f ..� _ STA 4 + S � s c� - 8 72.48' 1 rn ISLAND 6 FURNISH A I 35 ND INSTALL PLAQUE. PLAQUE I- _ Q QUL TYPE TO BE DETERMINED BY f ,., � 0 CITY. Q 28 L ° SEE URBA N DESIGN DETAILS SHEET - - - - - - - _ � - � ° .._ 3 :'�-�.-�. . 7 . 2 EET 281. 8 4 7 APPROX STA 45+93.8 .5.5 ► '• • .12: STA 48+ .14 �f 0 5 10 20 40 60 � -T °e•a •o♦•°a J .., APPROX STA 47+84.5, 49.5 LT SCALE IN FEET ° a° ° ° 45 ADJUST MONUMENT CASE AND COVER TO GRADE. 54 e ° a e .a a ,....._ CV I CV-1 a 1 4 ° ° 22 R21 / / /r r/ ° ° ° 9 1 STA 47+26.41 ` r ,, -�4 A/ r ° 4 55 O t 55 a-. C. A 9 COD 4, dc co so 1 STA 551 +49.79 1 STA 551 +30.52 STA 551 +49.7Cb 2 i ^' REVISION DESCRIPTION BY 1 APP.I DATE so R21 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 45+11.10 DATA REF. POINT 48.50' RT ELEVATIONS: 0 = 111-31-13 BEGIN 30.21' R = 56.00' Y4A 30.55' L = 109.00 Y2A 30.96' T = 82.28' 3/4A 31.37' PT- 551+42.23 END 31.18' 20.96' RT SEE GENERAL NOTE 15. ti0 WAS'yr cam, N o 0172 CSTE � E�GA POINT LAYOUT TABLE GUTTER 3 GUTTER 3 # : STATION OFFSET DESCRIPTION RADIUS 1 47+43.47 46.37' LT PC 521' 2 1 48+39.31 1 37.16' LT I PT 11-14-11 SURVEYED: KPG DRAWN BY: KAT DESIGN BY: JLF CHECK BY: NM PROJ MGR: JF FILE: 0655DALN01.dwg KPG 753 9th Avenue N 2502 Jefferson Avenue Seattle, WA 98109 Tacoma, WA 98402 (206) 286-1640 (253) 627-0720 www.kpg.com T-343090 POINT LAYOUT TABLE MEDIAN 4 MEDIAN 4 STATION OFFSET DESCRIPTION RADIUS 7 45+80.22 10.50' LT PC 1.50' 8 45+80.20 13.50' LT PT BID DOCUMENTS R22 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 46+43.39 *DATA REF. POINT 43.47' RT ELEVATIONS: A = 69-31-38 BEGIN R = 13.00' 1/4A L = 15.78' Y2A T = 9.02' 3/4A PT - 46+56.18 END 35.00' RT 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 MEDIAN 5 � # : STATION OFFSET DESCRIPTION RADIUS 1 47+07.84 7.13' RT PC 2.25' 2 47+07.47 7.13' RT PT 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 9.82' 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 1 48+26.42 8.59' RT _ LAP �-:- CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: /'"f'11'' `-'9 CATEGORY SHEET RIGHT OF WAY PLANS 16 -i EXISTING CONDITIONS 64 SITE PREPARATION & TESC PLAN 78 ALIGNMENT PLAN - ALIGNMENT PROFILE ^ U2 � 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 DRAWING 90 NO. PROJECT NO. TED403430 FED AID NO. -CM0167 048} DATE. NOV 20 , SHEET NO. 90 OF 304 z M cD d � z