The URL can be used to link to this page

Home My WebLink AboutP_CIVIL_180830_v1EXISTING BUILDING 66,786 SF SL EXISTING BUILDING 1,680 SF FF CL CONSTRUCTION ENTRANCE REMOVE ASPHALT PAVEMENT PROTECT EXISTING LAWN IPREMOVE CONCRETE PAVEMENT IP EXISTING CATCH BASIN COORDINATE PAVEMENT REMOVAL LIMITS WITH FOUNDATION PLAN. REMOVE PAVEMENT AS NECESSARY.Sheet No.Designed by:Drawn by:Checked by:Sheet Title:Revisions:Issue Set & Date:Client:Job No.of Sheets123Project Title:535 DOCK ST, SUITE 211, TACOMA, WA 98402TEL: 253.284.9680 FAX:253.284.9681WWW.TAHOMADESIGNGROUP.COMTAHOMADESIGN GROUPNorthwest Gourmet Foods - Freezer Addition 600 SW 7th St, Renton, WA 98057 Northwest Gourmet FoodsFreezer AdditionNorthwest Gourmet Foods600 SW 7th St, Renton, WA 98057Mike Gilroy (425) 793-5001Issue For ClientReview9/4/20182160966.10TESC ANDDEMOLITION PLANTDWTDWSTKC1.02215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES CONSTRUCTION SEQUENCE 1.HOLD THE PRE-CONSTRUCTION MEETING WITH THE CITY OF RENTON. IDENTIFY REQUIRED INSPECTIONS. 2.POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3.FLAG OR FENCE CLEARING AND CONSTRUCTION LIMITS. 4.INSTALL INLET SEDIMENT PROTECTION AS SHOWN ON PLANS. 5.UTILIZE THE EXISTING EAST DRIVEWAY FOR STABILIZED CONSTRUCTION ACCESS. SWEEP ENTRANCE DAILY. 6.INSTALL FILTER FABRIC FENCE AS SHOWN ON PLANS. 7.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT AS SHOWN ON PLANS. 8.CONSTRUCT BUILDING ADDITION AND CONCRETE PAD FOR COMPRESSOR PER ARCHITECTURAL PLANS. 9.MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 10.RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT, AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 11.COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. 12.STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 13.SEED, SOD, STABILIZE, OR COVER ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 14.UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE BMPS, IF APPROPRIATE, UPON APPROVAL OF THE OWNER, ENGINEER, AND CITY OF RENTON INSPECTOR. 1.PROVIDE TEMPORARY EROSION CONTROL MEASURES AS SHOWN ON PLANS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND ADJUSTING EROSION CONTROL FACILITIES AS SITE CONDITIONS CHANGE. REFER TO THE T.E.S.C. NOTES AND DETAILS ON SHEET C1.1. 2.CONTRACTOR SHALL DESIGNATE A WASHINGTON STATE CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL) WHO WILL BE ON-SITE OR ON CALL AT ALL TIMES. THE EROSION CONTROL LEAD SHALL HAVE THE AUTHORITY TO IMPLEMENT THE STORMWATER POLLUTION PREVENTION PLAN BASED ON SITE CONDITIONS WITHIN THEIR SCOPE. IF THE METHODS INDICATED FOR EROSION AND SEDIMENT CONTROL ARE NOT ADEQUATE, THE CESCL SHALL IMPLEMENT ADDITIONAL METHODS AS REQUIRED. 3.CONTRACTOR SHALL IMPLEMENT AND CHANGE EROSION CONTROL MEASURES AS NECESSITATED BY CONSTRUCTION ACTIVITIES. 4.CONTRACTOR SHALL MAINTAIN BMP C150: MATERIALS ON HAND, ON-SITE IN AN AREA EASILY ACCESSIBLE. 5.CONTRACTOR TO FOLLOW BMP C153: MATERIAL DELIVERY, STORAGE AND CONTAINMENT IN THE STORAGE OF HAZARDOUS MATERIALS ONSITE. TESC NOTES 1.DEMOLITION: IT IS THE INTENT UNDER THE WORK OF THIS CONTRACT TO INCLUDE, BUT NOT LIMITED TO, THE DEMOLITION OF ALL EXISTING PAVING, AND OTHER EXISTING SITE IMPROVEMENTS INCLUDING THE UNDERGROUND COMPONENTS AS CLARIFIED BY THIS DRAWING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW THE SITE CONDITIONS AND TO CORRELATE THESE OBSERVATIONS WITH THE PROJECT WORK AND INCLUDE ALL NECESSARY DEMOLITION, WHETHER SHOWN OR NOT, AND INCLUDE ALL SUCH COSTS IN THE SCOPE OF WORK. 2.CLEARING: IT IS THE INTENT UNDER THE WORK OF THIS CONTRACT TO CONDUCT ALL CLEARING NECESSARY TO BE ABLE TO COMPLETE ALL THE WORK OF THIS PROJECT. 3.CONTRACTOR SHALL LEGALLY DISPOSE ALL DEMOLISHED AND REMOVED MATERIALS OFF THE OWNER'S PROPERTY UNLESS INDICATED OTHERWISE. 4.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLETELY COORDINATE UTILITY DEMOLITION WITH NEW CONSTRUCTION. CONTRACTOR SHALL ENSURE THAT ADEQUATE FIRE PROTECTION IN ACCORDANCE WITH THE FIRE MARSHAL'S REQUIREMENTS IS PROVIDED FOR EXISTING BUILDINGS. 5.ALL WORK SHALL BE CONTAINED WITHIN THE CONSTRUCTION LIMITS SHOWN ON THIS DRAWING. NO ADJOINING AREAS SHALL BE DISTURBED BY CONSTRUCTION ACTIVITIES. 6.CONTRACTOR TO PROVIDE ADEQUATE MEASURES TO MINIMIZE THE AMOUNT OF SEDIMENT TRANSPORTED ONTO PAVED ROADS FROM MOTOR VEHICLES LEAVING THE PROJECT SITE. DEPOSITED SEDIMENT SHALL BE CLEANED EVERY DAY BY SHOVELING OR SWEEPING. WATER CLEANING SHALL ONLY BE DONE AFTER THE AREA HAS BEEN SHOVELED OUT OR SWEPT. 7.CONTRACTOR TO PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED. DEMOLITION NOTES FILTER FABRIC FENCE CLEARING LIMITS FF CL INLET SEDIMENT PROTECTION ASPHALT PAVEMENT REMOVAL CONCRETE PAVEMENT REMOVAL TESC & DEMOLITION LEGEND SAWCUT LINESL IP 1 C1.1 2 C1.1GRAPHIC SCALE 0 30 60 1" = 30 FEET 15 N PROTECT EXISTING CATCH BASIN SW 7TH STREET 09/05/2018RECEIVED 11/14/2018 jtaylor PLANNING DIVISION EXISTING BUILDING 66,786 SF BUILDING ADDITION 6,386 SF EXISTING BUILDING 1,680 SF CHAIN LINK FENCE REFER TO ARCHITECTURAL STAIR REFER TO ARCHITECTURAL FREEZER COMPRESSOR ON 30' x 10' CONCRETE PAD. REFER TO MECHANICAL AND ARCHITECTURAL. ROOF DOWNSPOUT PROVIDE SPLASH BLOCK TO EXISTING PAVEMENT ROOF DOWNSPOUT PROVIDE SPLASH BLOCK TO EXISTING PAVEMENT MATCH EXISTING PAVEMENT ELEVATION EXISTING CATCH BASIN EXISTING CATCH BASIN Sheet No.Designed by:Drawn by:Checked by:Sheet Title:Revisions:Issue Set & Date:Client:Job No.of Sheets123Project Title:535 DOCK ST, SUITE 211, TACOMA, WA 98402TEL: 253.284.9680 FAX:253.284.9681WWW.TAHOMADESIGNGROUP.COMTAHOMADESIGN GROUPNorthwest Gourmet Foods - Freezer Addition 600 SW 7th St, Renton, WA 98057 Northwest Gourmet FoodsFreezer AdditionNorthwest Gourmet Foods600 SW 7th St, Renton, WA 98057Mike Gilroy (425) 793-5001Issue For ClientReview9/4/20182160966.10DRAINAGE ANDSURFACING PLANTDWTDWSTKC1.12215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES GRAPHIC SCALE 0 30 60 1" = 30 FEET 15 N ASPHALT PAVEMENT CONCRETE PAVEMENT (PER STRUCTURAL) SURFACING LEGEND 3 C1.1 SW 7TH STREET REFER TO ARCHITECTURAL PLANS FOR HORIZONTAL CONTROL INFORMATION. STORMWATER RUNOFF FROM THE BUILDING ROOF WILL SPLASH BLOCK ONTO PAVEMENT AND DRAIN TO EXISTING CATCH BASINS. STORMWATER RUNOFF FROM THE COMPRESSOR PAD AND GRAVEL WILL SHEET FLOW TO THE EXISTING LAWN AREA, USING BASIC DISPERSION. NOTE PROVIDE GRAVEL SURFACING INSIDE CHAIN LINK FENCE MATCH EXISTING FINISH FLOOR AREA DISTURBED:7,632 SF REPLACED IMPERVIOUS SURFACE:6,386 SF (BUILDING) 334 SF (PAVEMENT) NEW IMPERVIOUS SURFACE:300 SF (COMPRESSOR PAD) 612 SF (GRAVEL) PROJECT STATISTICS 09/05/2018 Sheet No.Designed by:Drawn by:Checked by:Sheet Title:Revisions:Issue Set & Date:Client:Job No.of Sheets123Project Title:535 DOCK ST, SUITE 211, TACOMA, WA 98402TEL: 253.284.9680 FAX:253.284.9681WWW.TAHOMADESIGNGROUP.COMTAHOMADESIGN GROUPNorthwest Gourmet Foods - Freezer Addition 600 SW 7th St, Renton, WA 98057 Northwest Gourmet FoodsFreezer AdditionNorthwest Gourmet Foods600 SW 7th St, Renton, WA 98057Mike Gilroy (425) 793-5001Issue For ClientReview9/4/20182160966.10NOTES AND DETAILSTDWTDWSTKC1.22215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES PROVIDE HERBICIDE TREATMENT NOTE : 1.ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. 2.PREPARE SUBGRADE PER GEOTECHNICAL RECOMMMENDATIONS. COMPACTED SUBGRADE TO 95% 30" MINIMUM CRUSHED SURFACING TOP COURSE PER WSDOT STANDARD SPECIFICATION 9-03.9(3) HMA CLASS 1/2", PG 64-22 PER WSDOT STANDARD SPECIFICATION 5-04 6" 3" 1 NOT TO SCALE FILTER FABRIC FENCE 2 NOT TO SCALE INLET SEDIMENT PROTECTION 3 NOT TO SCALE ASPHALT PAVEMENT SECTION 09/05/2018