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HomeMy WebLinkAboutTRO4103430.1680 0 N 0 0 z ._j Ln Ln Q0 0 0 U Cn a 0 i z C-D u) w i 0 Q Q) .o I 0 Ln Ln 0 z 0 z LLJ CK F-- U w D 0 2 iA BROWN BEAR CAR WASH 0 41 22 ---__ SD -__ " - � 33 LITHIA DODGE CHRYSLER .. - 22 33 ► / sa 3 s • -v --.�---------.� - oO _ - r - 1 ` v'° o AND SEDIMENT CONTROL MEASURES SEE SITE PREPARATION & TESC o - 20 ( 22 p14� ----__ -I_ - - - ►------ t , - 24 PLANS, SHEETS 69 - 79. a 8 : -D a p D • +. v D a ,- 7FOR CURB AND MEDIAN PROFILES, SEE ALIGNMENT PROFILES, SHEETS \ w 41 -\� ; . - g 93 w SD - / \ \ 0 8. FOR TREATMENT OF STORM DRAINAGE PIPES STRUCTURES AND �----_�_ _ ,, \ SYSTEMS, SEE DRAINAGE PLANS & PROFILES. ,d d- _ _ a 9. FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS Cv 25 n - - - - - _ - - - - ` - - - - - - - - - - - AND SERVICE LINES, SEE WATER PLANS & PROFILES, SHEETS � 2� 132 - 159. � t 1- __ , , 10. FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS, ; SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 - 173. .16. 26 RAINIER AVE S .i4: CONSTRUCTION CL 11. FOR MEDIAN AND ISLAND DETAILS, SEE SHEETS 19,E - 194. ,__ ` .17. 8 - STA 24+98.95 _ , 27 .15. 8 i 3 12. FOR TREATMENT OF PRIVATE PROPERTY ITEMS, FEATURES BEHIND THE. 3 BACK OF SIDEWALK BACK OF SIDEWALK BOW LAYOUT POINTS AND SIDEWALK (DIMENSIONING, SEE PR�)PERT'e RESTORATION PLANS. SHEETS 3 - 3 45 J � � � 0 ° MEDIAN 2 1 29 STA 25+95.71 , r_. 13. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS & PROFILES, ° 8 - 8 3 SHEETS 208 - 215. 8 0 14. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION _ - -to o a z -- - OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, 22 a -- -p D 3 3 ''p15- d SHEETS 269 - 281. GENERAL CONSTRUCTION NOTES 1. ADJUST ALL SURFACE UTILITIES TO GRADE- 2. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL WALL 2 SECTIONS AND DETAILS, SHEETS 19 - 25. / 3. FOR INSTALLATION OF RI_T�=INII•I�. ��i 5-._3 ' ;,I_Ia �L. ��S. PROFI?..E0. & DETAIL SHEETS 28 - 35 4. FOR CONSTRUCTION PHASING CHANNELIZATION AND TEMPORARY 13 SIGNALS, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 - 54. 5. FOR EXISTING CONDITIONS, SEE EXISTING CONDITIONS PLANS, SHEETS 'r 55 - 68. 6. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION °�. 5 OR INTERSECTION CURVE DATA REFERENCE POINT, SEE CURVE DATA a ° > 013rgip.© - W TAIL, SHEET 81. _ REFERENCE POINT DE 14 a - a . ♦9 .010-1 C0 37 -� 9 ♦ D a D ° D 0 9 - �♦ ♦ � � 16. RIGHT OF WAY LINES, PERMANENT EASEMENT LINES AND PROPERTY 0 ♦ KFC♦ ' LINES NOT SHOWN FOR CLARITY. ♦ 17 a c� BOB BRIDGE SCION - - " - - �- - 0 ° CONSTRUCTION RUCTION DOTES 3 CONSTRUCT 6" THICK CEMENT CONCRETE DRIVEWAY ENTRANCE. SEE GENERAL CONSTRUCTION NOTES 12 AND 13, THIS SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216. CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F-10.12-02. 09 CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19-23, AND DETAIL, SHEET 24. FOR DIMENSION, SEE PROPERTY RESTORATION PLANS, SHEETS 195-205. 10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194. 13 CONSTRUCT STRUCTURAL EARTH WALL AND FURNISH AND INSTALL PEDESTRIAN HANDRAIL. SEE WALL PLANS AND PROFILES, SHEETS 28-33, AND DETAILS, SHEET 33. 14 CONSTRUCT RAPID RIDE BUS SHELTER FOUNDATION PER DETAIL, SHEET 27. 17 CONSTRUCT MODULAR BLOCK WALL. SEE WALL PLANS AND PROFILES, SHEETS 28-33, AND DETAIL, SHEET 33. 20 FURNISH AND INSTALL. PEDESTRIAN HANDRAIL ADJACENT TO INTEGRAL CURB, PER DETAIL, SHEET 24. 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 28+73.81 29 CONSTRUCT METRO SIGN FOUNDATION PER DETAIL, SHEET 27. n 33 ADJUST MONITORING WELL TO GRADE 37 CONSTRUCT METRO TECH PYLON FOUNDATION. SEE DETAIL, SHEET 27. 41 RELOCATE STAND PIPE OR CAP STAND PIPE AT GRADE. 45 ADJUST MONUMENT CASE AND COVER. POINT LAYOUT TABLE MEDIAN 2 MEDIAN 2 :.#.: STATION OFFSET DESCRIPTION RADIUS 3 25+67.46 13.50' RT PC 504.00' 12 28+53.84 13.55' LT PRC 99.00' 13 28+40.98 12.78' LT PT 14 27+63.16 4.14' RT _ PC 101.00' 15 27+28.52 9.50' RT _ PCC 500.93' 16 25+61.59 10.50' RT PT 17 27+56.58 8.00' RT AP 18 27+56.61 10.23' RT AP CONSTRUCTION LEGEND NEW PAVEMENT AREA. INSTALL NEW HMA ROADWAY PAVEMENT SECTION AND OVERLAY PER DETAIL, SHEETS 24-25, AND TYPICAL SECTIONS, SHEETS 19-23. OVERLAY ONLY AREA. INSTALL HMA OVERLAY PER ROADWAY PAVING DETAIL, SHEET 24, AND TYPICAL SECTIONS, SHEETS 19--23. CEMENT CONCRETE SIDEWALK o a a AND/OR PAVEMENT. CONSTRUCT CONCRETE PER TYPICAL SECTIONS SHEETS 19-23. T-343085 APPROXIMATE CONSTRUCTION LIMITS. SEE ROW PLANS FOR TCE WHERE ADJACENT TO PRIVATE PROPERTY 0 5 10 20 40 60 SCALE IN FEET CATEGORY SHEET RIGHT OF WAY PLANS 11 EXISTING CONDITIONS 59 SITE PREPARA-1-10N & TESC PLAN ALIGNMENT PLAN i ­3 - ALIGNMENT PROFILE 97 DRAINAGE PLANS 108 DRAINAGE PROFILE 117-119 WATER PLAN 136 WATER PROFILE 150 JOINT UTILITY TRENCH PLAN 168 _ JOINT UTILITY TRENCH PROFILES 184 PROPERTY RESTORATION PLANS 199 CHANNELIZATION & SIGNING PLAN 221 ILLUMINATION PLANS 232 IRRIGATION PLAN 286 LANDSCAPE PLAN 298 1 ADDENDUM NO 2: REVISE IMPROVEMENTS AT PARCEL 37 FRONTAGE 11-14-11 _ r P�20320Qo c�� crsTEa, �� 1yG Ss��NAL 1� SURVEYED: KPG DRAWN BY: KAT DESIGN BY: JLF CHECK BY: NM PROJ MGR: JF FILE: 0655DALN01.dwg IPICWG��O�tY 753 9fh Avenue N 2502 Jefferson Avenue BID Seaffe,WA98109 Tacoma, WA98402 DOCUMENTS (206) 286-1640 (253) 627-0720 www.kpg.com CITY OF RENTON ML Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: ( RAINIER AVENUE S �R E�� S GRAD�Y WAY TO S 2ND ST ALIGNMENT PLAN STA 24+50 TO STA 29+00 D�A`�r�%irk NiO PROJECT NO. TED��0;4:�Q FED AID NO.CM0167 048; DATE: NOV 2011 SHEET NO. 85 OF 304_-- NUMBER REVISION DESCRIPTION BY APE'. DATE