18025 Civil Plan 1.9.19C0.1ONSITE COVER SHEETA PORTION OF SECTION 5, TOWNSHIP 17 NORTH, RANGE 02 WEST, W.M.CITY OF TUMWATER, WASHINGTONNPR RECYCLINGLEGENDSHEET INDEXDESIGN PERMIT MANAGEEngineeringNPR RECYCLINGILTRLEMLABW.EBORAPPROVAL EXPIRES:APPROVED FOR CONSTRUCTIONBY:DATE:VICINITY MAPSITEPROJECT INFORMATIONSURVEY INFORMATIONNORTHERN PACIFIC RD NW”
C1.1HORIZONTAL CONTROL PLANDESIGN PERMIT MANAGEEngineeringNPR RECYCLINGILTRLEMLABW.EBORAPPROVAL EXPIRES:APPROVED FOR CONSTRUCTIONBY:DATE:NORTHERN PACIFIC RD NW
C1.2HORIZONTAL CONTROLNOTES AND DETAILSDESIGN PERMIT MANAGEEngineeringNPR RECYCLINGILTRLEMLABW.EBORAPPROVAL EXPIRES:APPROVED FOR CONSTRUCTIONBY:DATE:CONCRETE CURB DETAILSADA STALL AND ACCESSIBILITY SIGN DETAIL
C2.1TEMPORARY EROSION ANDSEDIMENT CONTROL PLANDESIGN PERMIT MANAGEEngineeringNPR RECYCLINGILTRLEMLABW.EBORAPPROVAL EXPIRES:APPROVED FOR CONSTRUCTIONBY:DATE:CONSTRUCTION ENTRANCE - BMP C105CONTRACTOR SHALL INSTALL 15 FT WIDE CONSTRUCTION ENTRANCE/EXITUSING 4 TO 8 INCH MINUS QUARRY ROCK 12 INCHES THICK PER WSDOE FIGUREII-4.2.12. CRUSHED CONCRETE WILL NOT BE ALLOWED. PLACE A WOVENGEOTEXTILE WITH A GRAB TENSILE STRENGTH OF 200 PSI IF SOFT SOILS AREENCOUNTERED. PROVIDE LENGTH PER PLAN. CONTRACTOR SHALL REMOVEALL SILT FENCING ONCE THE PROJECT IS COMPLETED OR DETERMINED TO BESTABILIZED BY THE PROJECT ENGINEER.CONCRETE WASHOUT AREA - BMP C154CONTRACTOR SHALL PROVIDE THE CONCRETE WASHOUT AREA AT THELOCATION SHOWN ON THE APPROVED TESC PLANS. CONTRACTOR SHALL USEONE OF THE TWO OPTIONS SHOWN ON WSDOE FIGURE II-4.1.7A. WASHOUTAREA SHALL BE A MINIMUM 10-FOOT X 10-FOOT SQUARE. CONTRACTOR SHALLMAINTAIN THE BMP THROUGHOUT CONSTRUCTION AND REMOVE WASHOUTWATER AS NEEDED DURING THE WINTER MONTHS. CLEAN ALL CONCRETETOOLS OVER THE WASHOUT AREA. NO WASHOUT AREA WATER MAY ENTER THEGROUND, SURFACE OR ONSITE STORMWATER SYSTEM.STORM DRAIN INLET PROTECTION - BMP C220CONTRACTOR TO PROVIDE INLET PROTECTION ON ALL NEW CATCH BASININLETS IMMEDIATELY AFTER INSTALLATION. ALL EXISTING CATCH BASINSWITHIN 500 FEET OF THE SITE CONSTRUCTION ENTRANCE SHALL ALSO RECEIVEINLET PROTECTION. SEE DETAIL ON APPROVED PLANS. REMOVE THE BMP'SONCE THE SITE IS DETERMINED TO BE STABILIZED BY THE PROJECT ENGINEER.SILT FENCING - BMP C233CONTRACTOR SHALL INSTALL ALL SILT FENCING PER APPROVED TESC PLANAND WSDOE FIGURE II-4.2.12. SILT FENCING ALONG THE CLEARING LIMITS SHALLBE ORANGE IN COLOR. SEE PROJECT SWPPP FOR SILT FENCINGSPECIFICATIONS.WATTLES - BMP C235CONTRACTOR SHALL PROVIDE WATTLES PER APPROVED TESC PLAN ANDWSDOE FIGURE II-4.2.14.NORTHERN PACIFIC RD NW
C2.2EROSION CONTROLNOTES AND DETAILSDESIGN PERMIT MANAGEEngineeringNPR RECYCLINGILTRLEMLABW.EBORAPPROVAL EXPIRES:APPROVED FOR CONSTRUCTIONBY:DATE: Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions,limitation of liability, and disclaimer.DEPARTMENT OFECOLOGYState of Washington Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions,limitation of liability, and disclaimer.DEPARTMENT OFECOLOGYState of Washington Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions,limitation of liability, and disclaimer.DEPARTMENT OFECOLOGYState of WashingtonSection A-APlanType "Below Grade"Type "Above Grade" with Wood PlanksSection B-BPlan Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions,limitation of liability, and disclaimer.DEPARTMENT OFECOLOGYState of Washington
DESIGN PERMIT MANAGEEngineeringNPR RECYCLINGILTRLEMLABW.EBORAPPROVAL EXPIRES:APPROVED FOR CONSTRUCTIONBY:DATE:C3.1GRADING AND DRAINAGE PLANNORTHERN PACIFIC RD NW1
C3.3
2C3.3
SEE SHEET C3.2C3.35C3.48C3.48C3.51C3.35C3.35C3.47GRAVEL YARD STORAGE AREA -STRIP TOP 4" SOD AND FINE GRADE.ADD 6" OF CSBC COMPACTED TO 95%.
DESIGN PERMIT MANAGEEngineeringNPR RECYCLINGILTRLEMLABW.EBORAPPROVAL EXPIRES:APPROVED FOR CONSTRUCTIONBY:DATE:C3.2YARD GRADINGAND DRAINAGE PLAN4
C3.3
3
C3.3
SEE SHEET C3.13C3.41C3.44C3.46C3.36C3.3GRAVEL YARD STORAGE AREA -STRIP TOP 4" SOD AND FINE GRADE.ADD 6" OF CSBC COMPACTED TO 95%.2C3.46C3.45C3.35C3.35C3.35C3.35C3.35C3.35C3.36C3.46C3.47C3.4
C3.3DRAINAGE NOTES AND DETAILSDESIGN PERMIT MANAGEEngineeringNPR RECYCLINGILTRLEMLABW.EBORAPPROVAL EXPIRES:APPROVED FOR CONSTRUCTIONBY:DATE:3" COARSE COMPOSTIN PONDING AREABIORETENTION SOIL MIXNATIVE SUBGRADE, DO NOTCOMPACT NATIVE MATERIALUNDER BIO-RETENTION CELL.BOTTOM ELEVATION PER PLANPER PLAN18" MIN.6"3H:1V3H:1VBIORETENTION SOIL MIX NOTES:1. BIORETENTION MIX SHALL MEET THE DEFAULT BIORETENTION SOIL MIX AS DETERMINED IN THED.O.E STORMWATER MANAGEMENT MANUAL UNDER VOLUME 5 PG. 7-18.ALTERNATIVE:CUSTOM BIORETENTION MIX MAY BE ACCEPTED IF TESTED TO MEET REQUIREMENTS IN THED.O.E. STORMWATER MANAGEMENT MANUAL AND APPROVED BY THE CITY OF YELM.ALL BIORETENTION AREAS SHALL BE SEEDED BY AN APPROVED HYDROSEEDER WHICH UTILIZES WATER AS THE CARRYING AGENT, AND MAINTAINSCONTINUOUS AGITATION THROUGH PADDLE BLADES. IT SHALL HAVE AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND, AND MIX INTO AHOMOGENEOUS SLURRY THE SPECIFIED AMOUNT OF SEED, WATER, FERTILIZER AND MULCH.GRASS SEEDALL GRASS MIXTURES SHALL CONTAIN FRESH, CLEAN, NEW CROP SEED. SEED IS TO BE MIXED MECHANICALLY ON THE SITE, OR MAY BE MIXED BYTHE DEALER. IF SEED IS MIXED ON-SITE, EACH VARIETY SHALL BE DELIVERED IN THE ORIGINAL CONTAINERS BEARING THE DEALER'S GUARANTEEDANALYSIS. IF SEED IS MIXED BY THE DEALER, THE CONTRACTOR SHALL FURNISH TO THE LANDSCAPE ARCHITECT THE DEALER'S GUARANTEEDSTATEMENT OF THE COMPOSITION OF THE MIXTURE AND THE PERCENTAGE OF PURITY AND GERMINATION OF EACH VARIETY.GRASS SEED SHALL BE PURCHASED FROM A RECOGNIZED DISTRIBUTOR AND SHALL BE COMPOSED OF THE FOLLOWING VARIETIES MIXED IN THEPROPORTIONS INDICATED. SEED SHALL MEET THE MINIMUM PERCENTAGES OF PURITY AND GERMINATION SPECIFIED. SEED "A" THROUGH "H" SHALLBE APPLIED AT THE RATE OF 240 POUNDS PER ACRE, UNLESS OTHERWISE SPECIFIED BELOW ON THE APPROVED PROJECT PLANS.WATERTHE CONTRACTOR IS RESPONSIBLE FOR ENSURING A WELL-ESTABLISHED STAND OF GRASS.WATERING IS SUGGESTED AT LEAST TWICE A WEEK DURING THE GROWING SEASON AND AS NEEDED AFTERWARDS.WHEN GRASS IS REQUIRED AS A BEST MANAGEMENT PRACTICE ON STEEP SLOPES, NON-GERMINATED SEEDS SHALL BE KEPT MOIST, AND ROOTEDGRASS SHALL HAVE AT LEAST 1 INCH OF WATER PER MONTH DURING THE PERIOD FROM MAY 15 THROUGH SEPTEMBER 15.FERTILIZERFERTILIZER SHALL BE A COMMERCIAL MIX WITH A 16-14-8 FORMULA, INCLUDING 50 PERCENT SLOW RELEASE NITROGEN, OR THAT MIX ASRECOMMENDED BY THE SEED SUPPLIER AND APPROVED FOR USE BY THE LANDSCAPE ARCHITECT.GRASS MIXES USED SHALL MEET THE FOLLOWING SPECIFICATIONS: % BY WEIGHTBIORETENTION GRASS:FESTUCA ARUNDINACEA / TALL FESCUEFESTUCA RUBRA / RED FESCUE33% HYDROSEED33% HYDROSEEDLOLIUM PERENNE / PERENNIAL RYEGRASS 33% HYDROSEED123464' BERM4' BERM4' BERM4' BERM5
C3.4GRADING AND DRAINAGE NOTES AND DETAILSDESIGN PERMIT MANAGEEngineeringNPR RECYCLINGILTRLEMLABW.EBORAPPROVAL EXPIRES:APPROVED FOR CONSTRUCTIONBY:DATE:3'2'INLET/OUTFALL PIPEPLANEXISTING AND/ORPROPOSED GROUND1' ABOVE CROWN24" MIN.QUARRY SPALLSNON-WOVEN GEOTEXTILE FABRICMIRAFI 140N OR APPROVED EQUIVALENTSECTIONNOT TO SCALEPER WSDOT SPEC 9-13.1(5)OUTFALL PROTECTIONDIA. + 6'OUTFALL PIPE6" x 18" DEEPCONCRETE ANTI-SEEP COLLARAA21' MIN.0.22'TOP OF SPILLWAY/BERM ELEV=332.0OVERFLOW ELEV=331.0BOTTOM OF ROCK. ELEV.=330.012" MIN. THICKNESSROCK PROTECTIONNOT TO SCALEINTERNAL SPILLWAYBOTTOM OFINFILTRATION PONDELEV: 327.51SEPARATIONGEOTEXTILEFABRIC - NON-WOVENSECTION AA3DESIGN WATERSURFACEBOTTOM OFBIO-RETENTIONELEV: 330.0NOTE: PROVIDE QUARRY SPALLS FOR ROCKPROTECTION WSDOT SPEC 9-13.1(5).110'± AT SPILLWAYDESIGN MAXIMUM WATERSURFACE ELEV: 331.03311' ROCK PROTECTIONBOTTOM INFILTRATIONPOND 328.0SEPARATION GEOTEXTILE FABRIC NON-WOVENSECTION AADESIGN MAXIMUMWATER SURFACEELEV: 330.51' ROCK PROTECTION3:13:116" x 18" DEEPCONCRETE ANTI-SEEP COLLARAA21' MIN.0.2'TOP OF SPILLWAY/BERM ELEV=331.5OVERFLOW ELEV=330.5BOTTOM OF ROCK. ELEV.=329.512" MIN. THICKNESSROCK PROTECTIONNOT TO SCALEINTERNAL SPILLWAYDESIGN WATERSURFACEBOTTOM OFBIO-RETENTION PONDELEV: 329.5110'± AT SPILLWAYDESIGN MAXIMUM WATERSURFACE ELEV: 330.53311' ROCK PROTECTIONBOTTOM INFILTRATIONPOND 327.5SEPARATION GEOTEXTILE FABRIC, NON-WOVENSECTION AA3:13:13AA21' MIN.0.2'TOP OF SPILLWAY/BERM ELEV=331.5OVERFLOW ELEV=330.5BOTTOM OF ROCK. ELEV.=329.512" MIN. THICKNESSROCK PROTECTIONNOT TO SCALEEMERGENCY OVERFLOWDESIGN WATERSURFACE3:13:14NOT TO SCALEINFILTRATION TRENCH58EXISTING GRADE6" x 18" DEEPCONCRETE ANTI-SEEP COLLARBOTTOM OFINFILTRATION PONDELEV: 3281SEPARATIONGEOTEXTILEFABRIC, NON-WOVENSECTION AA3DESIGN MAXIMUMWATER SURFACEELEV: 331.01' ROCK PROTECTIONAA21' MIN.0.2'TOP OF SPILLWAY/BERM ELEV=332.0OVERFLOW ELEV=331.0BOTTOM OF ROCK. ELEV.=330.012" MIN. THICKNESSROCK PROTECTIONNOT TO SCALEEMERGENCY OVERFLOWDESIGN WATERSURFACE3:13:12EXISTING GRADE6" x 18" DEEPCONCRETE ANTI-SEEP COLLARAA0' WIDE @ DITCH3' WIDE @ BOTTOM OF BIO-RETENTION12" MIN. THICKNESSQUARRY SPALLS1'SECTION AADITCH FLOWLINEELEVATIONPER PLANBIO-RETENTIONELEVATIONPER PLAN3:13:1BOTTOM OFBIO-RETENTIONPER PLANSEPARATION GEOTEXTILE FABRIC, NON-WOVENNOT TO SCALEINLET PROTECTION6SLOPE PER PLANNOTE: PROVIDE QUARRY SPALLS FOR ROCKPROTECTION WSDOT SPEC 9-13.1(5).NOTE: PROVIDE QUARRY SPALLS FOR ROCKPROTECTION WSDOT SPEC 9-13.1(5).NOTE: PROVIDE QUARRY SPALLS FOR ROCKPROTECTION WSDOT SPEC 9-13.1(5).7PER WSDOT SPEC 9-13.1(5)12" MIN. THICKNESSQUARRY SPALLSPER WSDOT SPEC 9-13.1(5)1'SEPARATION GEOTEXTILE FABRIC, NON-WOVEN
C3.5GRADING AND DRAINAGE NOTES AND DETAILSDESIGN PERMIT MANAGEEngineeringNPR RECYCLINGILTRLEMLABW.EBORAPPROVAL EXPIRES:APPROVED FOR CONSTRUCTIONBY:DATE:TYPE 1CATCH BASINTYPE 1CATCH BASIN & RISERAVAILABLE OPTIONS:RISERItems Shown Are Subject To Change Without NoticeWSDOT SP# B-5.20.01Issue Date: April 2016Mailing AddressPO Box 588Auburn, WA 98071Phone:800-892-1538Fax:253-735-4201Email:opauburn@oldcastle.comDelivering Reliabilityopauburn.com161FRAME AND COVERGRADE RINGTYPE 1 CATCHBASIN RISER48" FLAT TOP48" FLAT TOPFRAME AND COVERSECTION HEIGHTCHARTHEIGHTWEIGHTBASE HEIGHTCHARTHEIGHTWEIGHTJOINT DETAILSECTIONBASE48" TYPE 2 CATCH BASIN48" TYPE 2 CATCH BASINItems Shown Are Subject To Change Without NoticeFOR DETAILS, SEE REVERSE>>Issue Date: April 2016Mailing AddressPO Box 588Auburn, WA 98071Phone:800-892-1538Fax:253-735-4201Email:opauburn@oldcastle.comDelivering Reliabilityopauburn.com154WSDOT SP# B-10.20-01opauburn.comDelivering Reliability154.1WSDOT SP# B-10.20-01NOT TO SCALETYPE 2 CATCH BASIN #12 - SPILL CONTROL1
C4.1SEWER AND WATER PLANDESIGN PERMIT MANAGEEngineeringNPR RECYCLINGILTRLEMLABW.EBORAPPROVAL EXPIRES:APPROVED FOR CONSTRUCTIONBY:DATE:NORTHERN PACIFIC RD NW
C4.2SEWER NOTES AND DETAILSDESIGN PERMIT MANAGEEngineeringNPR RECYCLINGILTRLEMLABW.EBORAPPROVAL EXPIRES:APPROVED FOR CONSTRUCTIONBY:DATE:
C4.3WATER AND SEWERNOTES AND DETAILSDESIGN PERMIT MANAGEEngineeringNPR RECYCLINGILTRLEMLABW.EBORAPPROVAL EXPIRES:APPROVED FOR CONSTRUCTIONBY:DATE:“” ’’
C5.1DEFERREDFRONTAGE IMPROVEMENTPLAN AND PROFILENORTHERN PACIFIC RD NWDESIGN PERMIT MANAGEEngineeringNPR RECYCLINGILTRLEMLABW.EBORAPPROVAL EXPIRES:APPROVED FOR CONSTRUCTIONBY:DATE:1
C5.2
DEFERRED
C5.2FRONTAGE IMPROVEMENTNOTES AND DETAILSDESIGN PERMIT MANAGEEngineeringNPR RECYCLINGILTRLEMLABW.EBORAPPROVAL EXPIRES:APPROVED FOR CONSTRUCTIONBY:DATE:DEFERRED
C5.3PAVEMENT MARKINGAND LIGHTINGNOTES AND DETAILSDESIGN PERMIT MANAGEEngineeringNPR RECYCLINGILTRLEMLABW.EBORAPPROVAL EXPIRES:APPROVED FOR CONSTRUCTIONBY:DATE: