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0 N 3 N 0 i a Y 0 SAWCUT & REMOVE ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD SURFACES ENCOUNTERED BELOW THE ASPHALT. 0 REMOVE CONCRETE SIDEWALK AND /OR CONCRETE PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE CONCRETE. Q3 REMOVE CONCRETE CURB AND /OR CONCRETE CURB & GUTTER WITHIN EXISTING SURFACE REMOVAL LIMITS. ® REMOVE EXTRUDED CURB AND /OR CONCRETE WHEEL STOPS WITHIN EXISTING SURFACE REMOVAL LIMITS. 5Q REMOVE TREE(S), SHURB(S), AND /OR STUMP(S). © REMOVE FENCE, FENCEPOSTS, GATES, GATEPOSTS, AND POST FOUNDATIONS. Og PROTECT BUILDING. 10 REMOVE BUS PAD AND /OR SHELTER. COORDINATE WITH KING COUNTY METRO AND PROVIDE TEMPORARY BUS STOP LOCATIONS THROUGHOUT CONSTRUCTION. 14 BUILDING TO BE REMOVED BY OTHERS. 16 PRESERVE AND PROTECT EXISTING STRUCTURE. 17 REMOVE BOLLARD. 21 REMOVE PRIVATE ILLUMINATION POLE AND FOUNDATION. ® PRESERVE AND PROTECT TREE. 10 ® REMOVE SIDEWALK MOUNTED PLAQUE AND INSTALL PER ALIGNMENT PLANS, SHEETS 81 -91. SEE URBAN DESIGN DETAILS, SHEET 281. 36 WHERE SAWCUT FOR WIDENING IS PARALLEL TO THE ROADWAY, LOCATE THE SAWCUT ON PROPOSED LANE LINES OR THE CENTER OF PROPOSED LANES. 3Q SAWCUT FOR TRENCHING, CONCRETE INSTALLATION, CURBS, MEDIANS OR ISLANDS. SEE PLANS AND DETAILS ASSOCIATED WITH PROPOSED IMPROVEMENTS TO DETERMINE SAWCUT LOCATION. 40 REMOVE SIGN POST AND FOUNDATION AND INSTALL PER CHANNEUZAT10N AND SIGNING PLANS, SHEETS 217 -227. ® PRESERVE AND PROTECT SIGN. STA 449 +07.62 STA 449 +11.18 - 'a b w 99. 9, x_11 -r 1 v100D 450 +92.30 SITE PREPARATION LEGEND EXISTING SURFACE REMOVAL LIMITS BURIED CONCRETE PANELS MAY EXIST PLANING BITUMINOUS PAVEMENT 0 5 10 20 40 60 BUILDING REMOVAL, BY CONTRACTOR SCALE IN FEET _ - - - - - - _ APPROXIMATE CONSTRUCTION LIMITS SEE ROW PLANS FOR TCE WHERE ADJACENT TO PRIVATE PROPERTY 1 ❑ ( INLET PROTECTION �� PROPERTY LINES -- - - - - -- SAWCUT LINES — — — RIGHT OF WAY LINES 0 o SILT FENCE - — - APPROXIMATE CONTAMINATED SOIL LIMITS T- 343016 CORRESPONDING SHEETS CATEGORY SHEET GENERAL SITE PREPARATION & TESC NOTES 14 EXISTING CONDITIONS 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN - ALIGNMENT PLAN 88 LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS 100 DRAINAGE PLANS 111 BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE 122 WATER PLAN 139 OR COMPLETE. 153 JOINT UTILITY TRENCH PLAN 2. CONSTRUCTION LIMITS AND REMOVAL LIMITS SHOWN ON PLAN ARE APPROXIMATE. 187 PROPERTY RESTORA11ON PLANS 202 LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE 224 ILLUMINATION PLANS 235 ENGINEER. TREES WITHIN THE CLEARING LIMITS SHALL BE REMOVED AFTER 289 LANDSCAPE PLAN 301 APPROVAL BY THE ENGINEER. 3. CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH BASINS WITHIN THE CONSTRUCTION LIMITS AND NEW CATCH BASINS AT THE TIME OF INSTALLATION. 4. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. 5. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE AND FACILITIES THAT ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND OPERATIONAL. CONTRACTOR IS RESPONSIBLE FOR DAMAGE. 6. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE CONSTRUCTION LIMITS. LU 7. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO w SAWCUTTING. N °0 8. MAINTAIN ILLUMINATION LEVELS DURING CONSTRUCTION THROUGH USE OF 14 N EXISTING AND /OR TEMPORARY ILLUMINATION. FOR LUMINAIRE REMOVAL, SEE 4- ILLUMINATION PLANS, SHEETS 224 -235. c~ia 9. MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR DRIVEWAY z REMOVAL EXTENTS, SEE DRIVEWAY PLANS, PROFILES AND DETAILS, SHEETS 208 -216. 10. FOR EXISTING CONDITIONS AND CONTOURS, SEE EXISTING CONDITIONS, SHEETS 55 -68. 11. FOR STORM DRAINAGE REMOVAL AND /OR ABANDONMENT, SEE STORM DRAIN PLANS, SHEETS 104 -113 12. FOR WATER REMOVAL AND /OR ABANDONMENT, SEE WATER PLANS, SHEETS 132 -141. Y 13. FOR REMOVAL, RELOCATION, AND /OR ABANDONMENT OF FACILITIES OWNED BY FRANCHISE UTILITIES SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. CONTRACTOR TO COORDINATE WITH UTILITY OWNERS. 14. FOR ROADWAY SIGN REMOVAL AND /OR RELOCATION, SEE CHANNELIZATION & SIGNING PLANS, SHEETS 217 -227. v100D 450 +92.30 SITE PREPARATION LEGEND EXISTING SURFACE REMOVAL LIMITS BURIED CONCRETE PANELS MAY EXIST PLANING BITUMINOUS PAVEMENT 0 5 10 20 40 60 BUILDING REMOVAL, BY CONTRACTOR SCALE IN FEET _ - - - - - - _ APPROXIMATE CONSTRUCTION LIMITS SEE ROW PLANS FOR TCE WHERE ADJACENT TO PRIVATE PROPERTY 1 ❑ ( INLET PROTECTION �� PROPERTY LINES -- - - - - -- SAWCUT LINES — — — RIGHT OF WAY LINES 0 o SILT FENCE - — - APPROXIMATE CONTAMINATED SOIL LIMITS T- 343016 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 14 EXISTING CONDITIONS 62 SITE PREPARATION & TESC PLAN - ALIGNMENT PLAN 88 ALIGNMENT PROFILE 100 DRAINAGE PLANS 111 DRAINAGE PROFILE 122 WATER PLAN 139 WATER PROFILE 153 JOINT UTILITY TRENCH PLAN 171 JOINT UTILITY TRENCH PROFILES 187 PROPERTY RESTORA11ON PLANS 202 CHANNELIZATION & SIGNING PLAN 224 ILLUMINATION PLANS 235 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 7 AULILNUUM NU L: SIGN KLMUVW BY UIHLKS SUU IZ ID 11 n -W1 SURVEYED: KPG G S4'4X Own COd DRAWN BY: SOD/KAT Kp� �� '} CITY OF RENTON RAINIER AVENUE S (2N ST DRAWING NO. 703 BAD � S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 $N' DESIGN BY: JLF 7539th AvenueN 2502 Jefferson Avenue Public Works Department FEDAIDNO. - CM0167(046) H CHECK BY: NM Seattle, WA 98169 Tacoma, WA 98462 DOCUMENTS SITE PREPARATION & TESC PLAN 'A 20320 ¢� (253)627 -0720 APPROV D FOR CONSTRUCTION DATE: NOV 2011 ,n crsre `� (206)286.1640 PROJ MGR: JF WVN'kpg COm SHEET NO. 76 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DTESC01.dwg BY: DATE: •/� �2, STA 38 +00 TO STA 42 +00 a z n �] a r-] Oa d -C a .p 0 o w v;