The URL can be used to link to this page

Home My WebLink AboutP_South_Bridge_Plan_Set_240202_v1.pdfCOVER SHEET G01 BOEING RENTON FACTORY SHARED SERVICES GROUP RENTON, WASHINGTON 98057 NORTH 6TH STREET THE COMPANY VICINITY MAP CODE SUMMARY DRAWING INDEX CIVIL STRUCTURAL LANDSCAPING SOUTH BRIDGE SEISMIC RETROFIT PROJECT WORK LOCATION · ·PRELIMINARY - NOT FOR CONSTRUCTION GENERAL NOTES G02 PRELIMINARY - NOT FOR CONSTRUCTION Site Plan - Project Approach •Retrofit Approach •No Planned In- Water Work •Use Bridge Deck as Diaphragm, Drag Loads Back to Abutment •Strengthen Abutment Foundation REPLANTED AREA WITH NATIVE VEGETATION, SEE PLANTING PLAN FOR MORE DETAILS REPLANTED AREA WITH NATIVE VEGETATION, SEE PLANTING PLAN FOR MORE DETAILS SITE PLAN G03 PRELIMINARY - NOT FOR CONSTRUCTION BRIDGE PLAN AND ELEVATION S01 PRELIMINARY - NOT FOR CONSTRUCTION BUILDING 4-100 CONSTRUCTION SEQUENCE S02 S-- ABUTMENT RETROFIT PLAN AND ELEVATION S03 PRELIMINARY - NOT FOR CONSTRUCTION ABUTMENT RETROFIT DETAILS S04 PRELIMINARY - NOT FOR CONSTRUCTION PILE CAP DETAILS 1 S05 S-- PILE CAP DETAILS 2 S06 S-- WINGWALL DETAILS S07 S-- · · · MICROPILE DETAILS S08 PRELIMINARY - NOT FOR CONSTRUCTION APPROACH SLAB DETAILS S09 S-- MISCELLANEOUS DETAILS S10 S-- 1 SCALE: 1" = 0 FT 10' 10 20 SITE PREP AND TESC PLAN C01 S-- LEGEND: STRAW WATTLES PER CITY OF RENTON STD PLAN 213.40 SAWCUT REMOVE PIPE SILT FENCE PER CITY OF RENTON STD PLAN 214.00 CLEAR AND GRUB LINE FULL DEPTH PAVEMENT REMOVAL CLEAR AND GRUB GENERAL NOTES: 1.LOCATIONS OF EXISTING SUBSURFACE UTILITIES ARE APPROXIMATE CONTRACTOR TO VERIFY CONSTRUCTION NOTES: CATCH BASIN INSERT PER CITY OF RENTON STD PLAN 216.30 1.APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OR ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2.THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3.THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING, IF REQUIRED, PRIOR TO CONSTRUCTION (SWDM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5.THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, FLOW CONTROL BMP LOCATIONS (EXISTING AND PROPOSED), AND ADJACENT PROPERTIES IS MINIMIZED. 6.THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION, ETC.) AS DIRECTED BY KING COUNTY. TEMPORARY EROSION AND SEDIMENT CONTROL, INCLUDING STRAW WADDLES AND SILT FENCE, WILL BE INSTALLED TO PREVENT EROSIVE CONDITIONS DURING CONSTRUCTION AND REDUCE IMPACT TO EXISTING ADJACENT VEGETATION AND HABITAT. 7.THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT, ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. 8.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS THAT WILL NOT BE DISTURBED FOR TWO CONSECUTIVE DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9.ANY AREAS NEEDING ESC MEASURES THAT DO NOT REQUIRE IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH DURING THE DRY SEASON, BI-MONTHLY DURING THE WET SEASON, OR WITHIN TWENTY FOUR (24) HOURS FOLLOWING A STORM EVENT. 11.AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 12. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE FINAL GRADE OF THE PERMANENT FACILITY. FLOW CONTROL BMP AREAS (EXISTING OR PROPOSED) SHALL NOT BE USED AS TEMPORARY FACILITIES AND SHALL BE PROTECTED FROM SEDIMENTATION AND INTRUSION. 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE KING COUNTY SURFACE WATER DESIGN MANUAL. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED ON PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DLS-PERMITTING INSPECTOR. NOTE: ALL INSTANCES OF "APPLICANT/ESC SUPERVISOR" ABOVE SHALL BE CONSIDERED "CONTRACTOR/CONTRACTOR'S ESC LEAD". TESC NOTES: 1 PRELIMINARY - NOT FOR CONSTRUCTION SCALE: 1" = 0 FT 10' 10 20 CIVIL PLAN C02 S-- LEGEND: APPROACH SLAB, SEE SHEET S09 FOR DETAILS HMA 6" CL 1/2" PG 58H-22 OVER 4" OF CSBC REPLANTED AREA WITH NATIVE VEGETATION STORM DRAINAGE PIPE CATCH BASIN TYPE 1 PER CITY OF RENTON STD PLAN 200.00 GENERAL NOTES: 1.SURVEY ELEVATIONS ARE APPROXIMATE. CONTRACTOR TO SURVEY EXISTING PAVEMENT LOCATIONS AND CONFIRM EXISTING GRADE. 2.CONTRACTOR TO FIELD VERIFY RIM ELEVATIONS BASED ON EXISTING TOPOGRAPHY. 3.OUTFALL ELEVATIONS ARE FIXED, HOWEVER UPSTREAM INVERTS AND CONNECTIONS TO EXISTING PIPES NEED TO BE FIELD VERIFIED AND SYSTEM CONFIRMED TO MIN 1% SLOPE PRIOR TO ORDERING DRAINAGE STRUCTURES.PRELIMINARY - NOT FOR CONSTRUCTION CORNUS SERICEARED OSIER DOGWOODPHYSOCARPUS CAPITATUSPACIFIC NINEBARKHYDROSEED MIXMAHONIA AQUIFOLIUM 'COMPACTA'OREGON GRAPEROSA NUTKANANOOTKA ROSESPIRAEA DENSIFLORASUBALPINE SPIRAEAAPPROX. LIMIT OF FLOOD CONTROL WALL (VERIFY IN FIELD)APPROX. LIMIT OFDISTURBANCE (VERIFY IN FIELD)APPROX. LIMIT OFDISTURBANCE (VERIFY IN FIELD)RIVERBANK MIX PLANTINGPLANTING PLANL01S--SCALE:PLANTING PLAN1"=1'-0"1SCALE: 1" =0FT10'1020NEWSGENERAL NOTES:1.IRRIGATION - PROTECT IN PLACE. FIELD MODIFY AS REQUIRED.G UY MICHAELSENNO. 730 EXP. 2/12/ 2 025 STA T EOFWASHINGTONLANDSCAPE ARCHIT E CT BACKFILL W/ PLANTING SOILSCORE ROOTBALL ON (3)SIDES TO 1/2" DEPTHUNDISTURBED ORCOMPACTED SUBGRADEPROVIDE WATERSAUCER BELOW MULCHFERTILIZER (NOTSHOWN) AS SPECIFIEDINSTALL 1" BELOWMULCH FINISH GRADEGROUNDCOVER PER PLANMULCH AS SPECIFIEDSPACING PER PLAN(TRIANGULAR UNLESS OTHERWISE NOTED)WEED BARRIER2X ROOT BALL DIAMTER1111ROOT BALL DIAMETERUNDISTURBED ORCOMPACTED SUBGRADEBACKFILL W/PLANTING SOILTAMP SOIL AROUND ROOTBALL W/ FOOT SO ROOTBALL DOES NOT SHIFTSHRUB PER PLANINSTALL 1" BELOWMULCH FINISH GRADEMULCH AS SPECIFIEDFERTILIZE (NOT SHOWN)AS SPECIFIEDPROVIDE WATERSAUCERWEED BARRIERSHRUBSQTY BOTANICAL NAMECOMMON NAMESIZE SPACINGCOMMENTS79CORNUS SERICEARED OSIER DOGWOOD3 GAL18" O.C.47MAHONIA AQUIFOLIUM 'COMPACTA'OREGON GRAPE5 GAL30" O.C.39PHYSOCARPUS CAPITATUSPACIFIC NINEBARK5 GAL48" O.C.46ROSA NUTKANANOOTKA ROSE1 GAL30" O.C.42SPIRAEA DENSIFLORASUBALPINE SPIRAEA3 GAL30" O.C.GROUNDCOVERS, PERENNIALS, GRASSESQTY BOTANICAL NAMECOMMON NAMESIZE SPACINGCOMMENTS565 SFRIVERBANK MIX10% CAREX OBNUPTASLOUGH SEDGE1 GAL12" O.C.20% CAREX STIPATASAWBREAK SEDGE1 GAL12" O.C.20% JUNCUS EFFUSUSCOMMON RUSH1 GAL12" O.C.10% JUNCUS ENSIFOLIUSDAGGERLEAF RUSH1 GAL12" O.C.10% JUNCUS TENUISSLENDER RUSH1 GAL12" O.C.10% JUNCUS PATENSGRAY RUSH1 GAL12" O.C.10% IRIS MISSOURIENSISWESTERN BLUE IRIS1 GAL12" O.C.10% SCIRPUS MICROCARPUSSMALL-FRUITED BULRUSH1 GAL12" O.C.470 SFHYDROSEED MIXPT 652 PACIFIC NORTHWESTWILDFLOWER MIX FROM PT LAWN SEEDSCALE:SHRUB PLANTING1"=1'-0'1SCALE:GROUNCOVER PLANTING1-1/2"=1'-0"2PLANTING SCHEDULE AND DETAILSL02S--G UY MICHAELSENNO. 730 EXP. 2/12/ 2 025 STA T EOFWASHINGTONLANDSCAPE ARCHIT E CT