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HomeMy WebLinkAboutT-3430770 a O+ 3 d Y cD w w x N 0 0 cV a U-1 z J IP1VV LjIGILL. SITE PREPARATION NOTES O1 SAWCUT & REMOVE ASPHALT PAVEMENT WITHIN EXISITNG SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE ASPHALT. 02 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. Q5 REMOVE TREE(S), SHRUB(S), AND /OR STUMP(S). Q9 PROTECT BUILDING. SHELL STATION i BUILDING TO BE REMOVED BY OTHERS. 16 PRESERVE AND PROTECT EXISTING STRUCTURE. 21 REMOVE PRIVATE ILLUMINATION POLE AND FOUNDATION. 2© REMOVE PRIVATE BUSINESS SIGN AND FOUNDATION. 36 WHERE SAWCUT FOR WIDENING IS PARALLEL TO THE ROADWAY, LOCATE THE SAWCUT ON PROPOSED LANE LINES OR THE CENTER OF PROPOSED LANES. 3� 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 CHANNELIZATION AND SIGNING PLANS, SHEETS 217 -227. 41 REMOVE IRRIGATION CONTROL VALVE AND CAP ALL IRRIGATION LINES AT THE RIGHT OF WAY LINE. 0 5 10 20 40 SCALE IN FEET GENERAL SITE PREPARATION & TESC NOTES THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. CONSTRUCTION LIMITS AND REMOVAL LIMITS SHOWN ON PLAN ARE APPROXIMATE. LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING LIMITS SHALL BE REMOVED AFTER 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. r- 6. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE CONSTRUCTION LIMITS. w 7. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO N SAWCUTTING. 0 + 8. MAINTAIN ILLUMINATION LEVELS DURING CONSTRUCTION THROUGH USE OF EXISTING AND /OR TEMPORARY ILLUMINATION. FOR LUMINAIRE REMOVAL, SEE ILLUMINA11ON PLANS, SHEETS 224 -235. N 9. MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR DRIVEWAY z REMOVAL EXTENTS, SEE DRIVEWAY PLANS, PROFILES AND DETAILS, SHEETS 1 208 -216. .r Imo- 10. FOR EXISTING COND111ONS 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. 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 CHANNELIZA11ON & SIGNING PLANS, SHEETS 217 -227. SITE PREPARATION LEGEND 60 D EXISTING SURFACE REMOVAL LIMITS BURIED CONCRETE PANELS MAY EXIST PLANING BITUMINOUS PAVEMENT BUILDING REMOVAL, BY CONTRACTOR 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----0----0 SILT FENCE - APPROXIMATE CONTAMINATED SOIL LIMITS T- 343011 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 15 EXISTING CONDITIONS 63 SITE PREPARATION & TESC PLAN - ALIGNMENT PLAN 89 ALIGNMENT PROFILE 101 DRAINAGE PLANS 112 DRAINAGE PROFILE 123 WATER PLAN 140 WATER PROFILE 154 JOINT UTILITY TRENCH PLAN 172 JOINT UTILITY TRENCH PROFILES 188 PROPERTY RESTORATION PLANS 203 CHANNELIZATION & SIGNING PLAN 225 ILLUMINATION PLANS 236 IRRIGATION PLAN 290 LANDSCAPE PLAN 302 a a z �y m /r a O c ' �W o W N O 0 y Q�OIq CO �t -t < -t� pS4' wr gy �� N _ o '0-p 20320 ¢� ,,. crsrea �' ��aNAL tip', SURVEYED: KPG DRAWN BY: SOD /KAT DESIGN BY: JLF CHECK BY: NM PROJ MGR: JF FILE: 0655DTESC01.dwg 75390h AvenueN 2502 Jefferson Avenue BID Seahle,WA98109 Taama.WA96402 DOCUMENTS (2II61266 -1640 (2531627 -0720 www,kpg.com "r CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY DATE: A��� RAINIER AVENUES SR 167 ( ) S GRADY WAY TO S 2ND ST SITE PREPARATION & TESC PLAN STA 42 +00 TO STA 45 +00 DRAWING NO. 77 PROJECT NO. TED403430 FEDAIDNO. - CM0167(046) DATE: NOV 2011 SHEET NO. 77 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a a z �y m /r a O c ' �W o W N O 0 y