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SW MOSMAN AVETAHOMA GOLF COURSE &COUNTRY CLUBCITY OF YELM, WASHINGTONTAX ACCOUNT NUMBER: 21724440200SITE ADDRESS:15425 MOSMAN AVE SWEXISTING ZONING:P/OSPROPOSED ZONING:P/OSSCHOOL DISTRICT: YELM SCHOOL DISTRICTWATER DISTRICT:CITY OF YELMSEWER DISTRICT:CITY OF YELMELECTRICAL POWER:PUGET SOUND ENERGYGAS:PUGET SOUND ENERGYALL WORK AND MATERIALS SHALL BE IN ACCORDANCEWITH THE LATEST EDITIONS OF THE CITY OF YELMSTANDARDS AND THE WSDOT/APWA STANDARDSPECIFICATIONS.APPROVED ACCESS MUST BE PROVIDED PRIOR TO STARTOF COMBUSTIBLE CONSTRUCTION. TEMPORARY ACCESSIS ALLOWED TO BE 4" ATB OR FIRST LIFT OF CLASS BASPHALT.ALL STORM DRAIN PIPE SHALL BE TV'D AND PRESSURETESTED PRIOR TO ACCEPTANCE.COVER SHEETC001SSWPlot Date: 8/6/2021 5:23 PM By: Laila ShareihSave Date: 8/6/2021 5:23 PM By: Lrsh Drawing File: P:\T\TGCC00000001\0400CAD\SHEETS\EC\EC-CV-TGCC0001.dwg
DATE:DESIGN:SHEET NO.PROJECT NO.PROJECT
SHEET TITLEDRAWN:®Phone: 503.223.6663Portland Oregon 972012100 S River Parkway, Suite 100TAHOMA GOLF COURSE& COUNTRY CLUB
YELM, WASHINGTONPERMIT SET08/06/2021MKBULRSHTGCC0000-0001Sheet List TableSheet NumberSheet TitleC001COVER SHEETC002GENERAL NOTESC050 EXISTING CONDITIONS AND DEMO PLANC100SITE PLANC200 GRADING & EROSION CONTROL PLANC300UTILITY PLANC400DETAILSC401DETAILSL100PLANTING PLAN, SCHEDULE, ANDNOTESL101PLANTING DETAILSFUEL TANK STORAGE ENCLOSUREMAINTENANCEBUILDINGRELOCATED STORAGE CONTAINERSSD
GENERAL NOTESC002Plot Date:8/6/2021 4:21 PM By: Laila ShareihSave Date: 8/6/2021 3:28 PM By: Lrsh Drawing File: P:\T\TGCC00000001\0400CAD\SHEETS\EC\EC-CV-TGCC0001.dwg
DATE:DESIGN:SHEET NO.PROJECT NO.PROJECT
SHEET TITLEDRAWN:®Phone: 503.223.6663Portland Oregon 972012100 S River Parkway, Suite 100TAHOMA GOLF COURSE& COUNTRY CLUB
YELM, WASHINGTONPERMIT SET08/06/2021MKBULRSHTGCC0000-00011. ALL WORK AND MATERIALS SHALL CONFORM TO THESE PLANS AND THE APPLICABLE PROVISIONS OF THE CITY OF YELMDESIGN AND CONSTRUCTION STANDARDS..2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES AND PROVIDE COPIES TO THE OWNER AND PROJECTENGINEER PRIOR TO CONSTRUCTION.3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTIONAND ARRANGE FOR THE RELOCATION OF ANY IN CONFLICT WITH THE PROPOSED CONSTRUCTION. THE LOCATIONS,DEPTH, AND DESCRIPTION OF EXISTING UTILITIES SHOWN WERE COMPILED FROM AVAILABLE RECORDS AND/ORSURVEYS. THE ENGINEER OR UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OFSUCH RECORDS. ADDITIONAL UTILITIES MAY EXIST WITHIN THE WORK AREA.4. THE CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ALL EXISTING UTILITIES IN SERVICE AND PROTECT THEM DURINGCONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY DAMAGED UTILITIES USING MATERIALSAND METHODS APPROVED BY THE UTILITY OWNER. NO SERVICE INTERRUPTIONS SHALL BE PERMITTED WITHOUT PRIORWRITTEN AGREEMENT WITH THE UTILITY PROVIDER.5. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON THE PROJECT SITE AT ALL TIMES.6. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN ACCORDANCE WITH THEPLANS AND SPECIFICATIONS INCLUDING SUCH INCIDENTALS AS MAY BE NECESSARY TO MEET THE INTENT OF THEPROJECT CONTRACT DOCUMENTS, APPLICABLE AGENCY REQUIREMENTS AND OTHER WORK AS NECESSARY TO PROVIDEA COMPLETE PROJECT.7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS BEFORE THE STARTOF WORK. THE CONTRACTOR SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS AND OTHERWISE VERIFY ALLDIMENSIONS AND EXISTING CONSTRUCTION CONDITIONS INDICATED AND/OR SHOWN ON THE PLANS. SHOULD ANYERROR OR INCONSISTENCY EXIST, THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK AFFECTED UNTIL REPORTEDTO THE PROJECT ENGINEER FOR CLARIFICATION OR CORRECTION.8. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT "REDLINE DRAWINGS" TO PROJECT ENGINEERFOR PREPARATION OF RECORD DRAWINGS. "REDLINE DRAWINGS" DOCUMENT ALL DEVIATIONS AND REVISIONS TO THEAPPROVED PLANS; THEY ALSO RECORD A DESCRIPTION OF CONSTRUCTION MATERIALS ACTUALLY USED (PIPE MATERIAL,ETC.). THE PLAN SET COVER SHEET PROVIDES SIGNATURE CONFIRMATION THAT THE CONTRACTOR HAS PROVIDED ALLDEVIATIONS AND REVISIONS AT THE END OF CONSTRUCTION AND PRIOR TO "RECORD DRAWING" PREPARATION BY THEPROJECT ENGINEER.9. CONTRACTOR SHALL ERECT AND MAINTAIN TRAFFIC CONTROL PER THE "MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES", PART VI, CONSTRUCTION AND MAINTENANCE, AS ADOPTED AND MODIFIED BY WSDOT. SHOULD WORK BE IN ANEXISTING PUBLIC RIGHT OF WAY THAT ARE OPEN TO TRAFFIC, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROLPLAN TO THE APPROPRIATE CITY, COUNTY, AND STATE PERSONNEL FOR APPROVAL. APPROVALS SHALL BE OBTAINEDPRIOR TO START OF WORK.10. THERE SHALL BE NO ALTERATION OR VARIANCE FROM THE APPROVED PLANS. THE MINIMUM SUBMITTAL REQUIREMENTSFOR PLAN REVISIONS ARE AS FOLLOWS; PLAN REVISIONS SHALL BE SUBMITTED ON AN 8 1/2" X 11" SHEET (MINIMUM),PLAN REVISION SHALL BE WET STAMPED AND SIGNED BY PROJECT ENGINEER, ANY REQUIRED ENGINEERINGCALCULATIONS, OR OTHER AGENCY APPROVALS, SHALL BE INCLUDED WITH THE SUBMITTAL REVISION. UPON APPROVALOF THE SUBMITTED REVISIONS, THE CITY ENGINEER SHALL AFFIX AN APPROVED STAMP TO THE REVISED PLAN SKETCHAND THE PLAN SHALL BE RETURNED TO THE PROJECT ENGINEER. IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEERTO DISTRIBUTE THE APPROVED PLAN REVISION TO ALL PARTIES TO WHOM THE ORIGINAL APPROVED PLANS WEREISSUED. ALL APPROVED REVISION SHALL BE AFFIXED TO THE CONSTRUCTION FIELD PRINTS (ALSO KNOWN AS THECONTRACTOR'S "REDLINE DRAWINGS").11. CONTRACTOR SHALL PROVIDE EFFECTIVE EROSION PROTECTION TO INCLUDE, BUT NOT LIMIT TO, GRADING, DITCHING,HAY BALES, SILT FENCING, AND SEDIMENT BARRIERS TO MINIMIZE EROSION AND IMPACT TO ADJACENT PROPERTY. SEEEROSION AND SEDIMENT CONTROL NOTES AND PLAN.12. OPEN TRENCHES SHALL BE STRICTLY LIMITED TO A MAXIMUM OF 100 LINEAR FEET WITHIN STREET RIGHT-OF-WAYUNLESS LIMITED TO A LESSER AMOUNT BY PERMIT. NO TRENCHES WILL BE ALLOWED TO REMAIN OPEN OVERNIGHT.13. CONTRACTOR SHALL MAINTAIN AND COORDINATE ACCESS TO ALL AFFECTED PROPERTIES.14. ANY PAVEMENT DISTORTION CAUSED BY THE CONSTRUCTION OPERATIONS SHALL BE TEMPORARILY REPAIRED SAMEDAY OF OCCURRENCE (OR IN A TIME PERIOD AGREED TO WITH THE CITY INSPECTOR), USING COLD OR HOT AC MIX.OWNER/CONTRACTOR SHALL BE REQUIRED TO MAINTAIN REPAIRED AREAS UNTIL CITY FINAL ACCEPTANCE IS GRANTED.15. IF GROUND WATER SPRINGS ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELYCONTACT THE PROJECT ENGINEER. THE PROJECT ENGINEER SHALL DIRECT THE CONTRACTOR TO TAKE MEASURES TOENSURE THAT WATER IS NOT CONVEYED THROUGH THE UTILITY TRENCHES AND THE NATURAL FLOW PATH OF THESPRING IS ALTERED AS LITTLE AS PRACTICABLE. THE PROJECT ENGINEER SHALL SUBMIT A REPORT SUMMARIZING THEFINDING TO THE CITY. IMPACTS AND MITIGATION SHALL BE ADDRESSED FOR THE CITY APPROVAL.16. ANY INSPECTION BY THE CITY, COUNTY, STATE, FEDERAL AGENCY,OR PROJECT ENGINEER SHALL NOT, IN ANY WAY,RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN COMPLIANCE WITH THE APPLICABLECODES, REGULATIONS, CITY STANDARDS AND PROJECT CONTRACT DOCUMENTS.17. PROJECT PLANS SHALL ALWAYS HAVE AN ENGINEER OF RECORD PERFORMING THE FUNCTION OF PROJECT ENGINEER.IF THE PROJECT ENGINEER IS CHANGED DURING THE COURSE OF THE WORK, THE CITY SHALL BE NOTIFIED IN WRITINGAND THE WORK SHALL BE STOPPED UNTIL REPLACEMENT ENGINEER HAS AGREED TO ACCEPT THE RESPONSIBILITY OFTHE PROJECT ENGINEER. THE NEW PROJECT ENGINEER SHALL PROVIDE WRITTEN NOTICE OF ACCEPTING PROJECTRESPONSIBILITY TO THE CITY WITHIN 72 HOURS OF ACCEPTING THE POSITION AS PROJECT ENGINEER.18. THE CONTRACTOR IS RESPONSIBLE TO REPLACE ANY SURVEY MONUMENTS THAT ARE DISTURBED DUE TOCONSTRUCTION.19. CONTRACTOR SHALL REMOVE AND DISPOSE OF TREES, STUMPS, BRUSH, ROOTS, TOPSOIL, AND OTHER MATERIAL IN THEROADWAY AND WHERE INDICATED ON THE PLANS. MATERIAL SHALL BE DISPOSED OF IN SUCH A MANNER AS TO MEETALL APPLICABLE REGULATIONS.GENERAL CONSTRUCTION NOTESORIGINATING BENCHMARKS:TAR # 362SURFACE BRASS CAP, CL INTERSECTION WASHINGTON ST AND SR-507ELEVATIONS: RECORD 351.85 FT, NGVD 29 DATUM ELEVATION CONVERTED TO NAVD88: 355.30 FT FIELD MEASURED (GPS): 355.23 FT, NAVD 88 DATUMTAR # 841SURFACE BRASS CAP, CL MILL ROAD SE AT STOP BAR, 16' SE CL SR-507ELEVATIONS: RECORD 349.66 FT, NGVD 29 DATUM ELEVATION CONVERTED TO NAVD88: 353.10 FT FIELD MEASURED (GPS): 353.04 FT, NAVD 88 DATUMSITE BENCH MARKS SET: (NAVD 88)TBM 'A': MAG NAIL IN TOP OF CURB, NORTHWEST SIDE LONGMIRE ST, APPROX 60'SOUTHWEST OF CENTERLINE BERRY VIEW DR.ELEVATION: 351.14 FTTBM 'B': MAG NAIL IN TOP OF CURB, SOUTHEAST SIDE LONGMIRE ST, APPROX 185'NORTHEAST OF CENTERLINE 100th AVE SEELEVATION: 354.33 FTVERTICAL DATUMWASHINGTON STATE REFERENCE NETWORK (NAD 2011), NORTH ZONEBASIS OF BEARINGS IS THE BEARING FIELD MEASURED ALONG LONGMIRESTREET SE, BETWEEN THE EXISTING STREET CENTERLINE RIGHT-OF-WAYMONUMENTS AT 100th AVENUE SE AND BERRY VALLEY DRIVE SE, SAID BEARING ISNORTH 40°30'57" EAST.HORIZONTAL DATUMSWPP STANDARD NOTESAPPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENTROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTIONFACILITIES, UTILITIES).THE IMPLEMENTATION OF THIS ESC PLAN AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADINGOF THESE ESC BMPS IS THE RESPONSIBILITY OF THE APPLICANT UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED.CLEARLY FLAG THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT FOR THE DURATION OF CONSTRUCTION.CONSTRUCT THE ESC BMPS SHOWN ON THIS PLAN IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGESYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS.THE ESC BMPS SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, UPGRADE THESE ESC BMPS AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE.THE APPLICANT SHALL INSPECT THE ESC BMPS DAILY AND MAINTAIN THEM AS NECESSARY TO ENSURE THEIR CONTINUEDFUNCTIONING.INSPECT AND MAINTAIN THE ESC BMPS ON INACTIVE SITES A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT (I.E. A 24-HOUR STORM EVENT WITH A 10-YR OR GREATER RECURRENCE INTERVAL).AT NO TIME SHALL THE SEDIMENT EXCEED 60-PERCENT OF THE SUMP DEPTH OR HAVE LESS THAN 6-INCHES OF CLEARANCE FROM THE SEDIMENT SURFACE TO THE INVERT OF THE LOWEST PIPE. ALL CATCH BASINS AND CONVEYANCELINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM.INSTALL STABILIZED CONSTRUCTION ENTRANCES AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATIONOF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.
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EXISTING CONDITIONS AND DEMO PLANC050Plot Date: 8/6/2021 5:13 PM By: Laila ShareihSave Date: 8/6/2021 5:12 PM By: Lrsh Drawing File: P:\T\TGCC00000001\0400CAD\SHEETS\EC\EC-EX-TGCC0001.dwg
DATE:DESIGN:SHEET NO.PROJECT NO.PROJECT
SHEET TITLEDRAWN:®Phone: 503.223.6663Portland Oregon 972012100 S River Parkway, Suite 100TAHOMA GOLF COURSE& COUNTRY CLUB
YELM, WASHINGTONPERMIT SET08/06/2021MKBULRSHTGCC0000-00010104020SCALE: 1" = 20'LEGENDEXISTING WATER LINEEXISTING SANITARY SEWER LINEEXISTING STORM LINEEXISTING FENCETEMPORARY CONSTRUCTIONEASEMENTRIGHT OF WAY LINESAWCUT LINEFLOW DIRECTION11KEYNOTESREMOVE CURB AND GUTTERREMOVE FENCESAWCUT AC AND REMOVE AS REQUIRED TOINSTALL NEW CURB AND GUTTER.123STARTENDEXISTING LAWNTEMPORARY CONSTRUCTION EASEMENTEXISTING FENCEEXISTING JUNCTION BOXEXISTING SANITARY SEWER STUBEXISTING WATER LINE STUB22STARTSTARTENDLONGMIRE ST SE
SW MOSMAN AVEGENERAL NOTES1. RIGHT OF WAY LINE APPROXIMATE ALONGLONGMIRE ST SEPARCEL BTHURSTON COUNTY BOUNDARY LINEADJUSTMENT #BLA-1142AUDITOR'S FILE NO. 9112110209RECORDS OF THURSTON COUNTY, WA.TPN 2172444020032START2END
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SITE PLANC100Plot Date: 8/6/2021 5:14 PM By: Makenzie WilliamsSave Date: 8/6/2021 4:48 PM By: Lrsh Drawing File: P:\T\TGCC00000001\0400CAD\SHEETS\EC\EC-ST-TGCC0001.dwg
DATE:DESIGN:SHEET NO.PROJECT NO.PROJECT
SHEET TITLEDRAWN:®Phone: 503.223.6663Portland Oregon 972012100 S River Parkway, Suite 100TAHOMA GOLF COURSE& COUNTRY CLUB
YELM, WASHINGTONPERMIT SET08/06/2021MKBULRSHTGCC0000-0001052010SCALE: 1" = 10'KEYNOTESMEDIUM AC PAVEMENT, SEE DETAIL 2 ONDETAIL SHEET C400.4" WIDE WHITE TRAFFIC RATED PAINT.LANDSCAPED AREA - SEE LANDSCAPING SHEET.6" DEPTH, 2"-0 WASHED RIVER ROCK STRIP, SEEDETAIL 3 ON DETAIL SHEET C400.CONCRETE BOLLARDS, SEE DETAIL 4 ON DETAILSHEET C400.CEMENT CONCRETE BARRIER CURB ANDGUTTER PER CITY OF YELM STD DWG NO. 2-13,ON SHEET SHEET C400.CONCRETE DRIVEWAY PER THURSTON COUNTYCEMENT CONCRETE DRIVWAY DETAIL ONSHEET C400.BIORETENTION CELL POND, SEE UTILITY PLAN.CONCRETE PAVEMENT, SEE DETAIL 1 ONDETAIL SHEET C400.CHAIN LINK FENCE, MATCH HEIGHT OF EXISTINGFENCE, WITH 24' WIDE SWING GATE.CONCRETE WHEEL STOP, SEE DETAIL 1 ONSHEET C401.1234567891011GENERAL NOTES1. SEE LANDSCAPING PLANS FOR PLANTINGDETAILSLEGENDMEDIUM AC PAVEMENTCONCRETE DRIVEWAY2"-0 WASHED RIVER ROCKPROPOSED FENCETEMPORARY CONSTRUCTION EASMENTRIGHT OF WAY LINELANDSCAPE AREAMATCH EXISTING CURB12TYP.113333455FUEL TANK STORAGE ENCLOSUREFFE=351.50'MAINTENANCE BUILDINGFFE=351.50'RELOCATED STORAGE CONTAINERSMATCH EXISTING CURBBIORETENTION CELL8697101011TYP.
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351.48350.86351.39351.42351.46351.38351.22350.53351.41351.41351.45351.33351.29351.50351.38350.93351.40350.97350.30351.31351.91350.09351.58351.06350.07350.66TC (349.93)FL (349.93)TC (350.30)FL (349.80)TC (350.48)FL (349.98)TC (349.83)FL (349.83)349.90351.42351.39351.42351.35351.29351.20350.33350.21351.25350.68350.00351.46350.38350.56351.15351.50351.02351.09350.93351.42351.48351.36350.48350.26351.35349.52349.43351.48351.41351.58351.52351.42351.48351.46351.46351.46351.46351351352(349.86)(350.03)351
GRADING & EROSION CONTROL PLANC200Plot Date: 8/6/2021 5:06 PM By: Laila ShareihSave Date: 8/6/2021 5:03 PM By: Lrsh Drawing File: P:\T\TGCC00000001\0400CAD\SHEETS\EC\EC-GR-TGCC0001.dwg
DATE:DESIGN:SHEET NO.PROJECT NO.PROJECT
SHEET TITLEDRAWN:®Phone: 503.223.6663Portland Oregon 972012100 S River Parkway, Suite 100TAHOMA GOLF COURSE& COUNTRY CLUB
YELM, WASHINGTONPERMIT SET08/06/2021MKBULRSHTGCC0000-0001052010SCALE: 1" = 10'MATCH EXISTING CURBMAINTENANCE BUILDINGFFE=351.50'RELOCATEDSTORAGECONTAINERSGENERAL NOTES1. ALL SPOT ELEVATIONS AT CURBS ARE FLOWLINEELEVATIONS UNLESS OTHERWISE SPECIFIED (SEELENGEND).2. MAXIMUM 1.5% CROSS SLOPE ON ALL SIDEWALKS.3. EXPOSED AND UNWORKED SOILS SHOULD BESTABILIZED TO PREVENT EROSION USING PLASTICCOVERING PER BMP C123.4. TEMPORARY AND PERMANENT SEEDING SHOULD BEESTABILISHED AS SOON AS POSSIBLE PER BMPC120.5. DUST CONTROL MEASURES ARE TO BE IMPLEMENTSTO PREVENT WIND TRANSPORT PER BMP C140.6. POLLUTANTS ARE TO BE CONTROLLED BY HIGH PHNEUTRALIZATION USING CO2 PER BMP C252 AND PHCONTROL FOR HIGH PH WATER PER BMP C253.7. SEE SWPPP STANDARD NOTES ON C002.LEGENDPROPOSED CONTOUREXISTING CONTOUR(200)EXISTING SPOT ELEVATION200 PROPOSED SPOT ELEVATIONFFE FINISHED FLOOR ELEVATIONFL FLOWLINE ELEVATIONTC TOP OF CURB ELEVATIONPROPOSED INLET PROTECTIONGRAVEL CONSTRUCTION ENTRANCETEMPORARY STOCKPILE LOCATIONTEMPORARY STAGING LOCATIONGRADE BREAK LINERIGHT OF WAY LINESILT FENCEHIGH VISIBILITY METAL FENCEFLOW ARROW200200KEYNOTESINSTALL INLET PROTECTION PER BMP C220.INSTALL SILT FENCE PER BMP C233.INSTALL STABILIZED CONSTRUCTIONENTRANCE PER BMP C105.PRESERVE NATURAL VEGETATION PER BMPC103.INSTALL HIGH VISIBILITY METAL FENCE PERBMP C103.INSTALL CONCRETE WASHOUT, ECO-PAN ORAPPROVED EQUAL.123456FUEL TANK STORAGE ENCLOSUREFFE=351.50'1122445SF63
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350UTILITY PLANC300Plot Date: 8/6/2021 4:45 PM By: Makenzie WilliamsSave Date: 8/6/2021 4:03 PM By: Mkbu Drawing File: P:\T\TGCC00000001\0400CAD\SHEETS\EC\EC-UT-TGCC0001.dwg
DATE:DESIGN:SHEET NO.PROJECT NO.PROJECT
SHEET TITLEDRAWN:®Phone: 503.223.6663Portland Oregon 972012100 S River Parkway, Suite 100TAHOMA GOLF COURSE& COUNTRY CLUB
YELM, WASHINGTONPERMIT SET08/06/2021MKBULRSHTGCC0000-0001052010SCALE: 1" = 10'MAINTENANCE BUILDINGFFE=351.50'KEYNOTESCONNECT TO EXISTING WATER STUB.CONTRACTOR TO VERIFY SIZE AND LOCATIONIN FIELD. PLEASE NOTIFY ENGINEER IFDIFFERENT THAN SHOWN.CONNECT TO EXISTING JUNCTION BOX.ELECTRIC SERVICE POINT OF CONNECTION TOBUILDING. SEE ELECTRICAL PLANS FORCONTINUATION.58" DOMESTIC WATER SERVICE AND METER BOXPER CITY OF YELM STD DWG 4-1 ON DETAILSHEET C400.TWO STEP SANITARY SEWER SYSTEM IN 1,250GALLON TANK PER CITY OF YELM STD DWG 5-9ON DETAIL SHEET C400. INSTALL PER"CHAPTER 5.0 - SEWER" CITY OF YELMENGINEERING SPECIFICATION AND STANDARDDRAWINGS. COORDINATE POWER SUPPLY WITHELECTRICAL PLANS.SANITARY SEWER POINT OF CONNECTION TOBUILDING. SEE PLUMBING PLANS FORCONTINUATION.58" WATER SERVICE POINT OF CONNECTION TOBUILDING. MAINTAIN MINIMUM 36" OF COVER.SEE PLUMBING PLANS FOR CONTINUATION.6" STORM DRAIN POINT OF CONNECTION TOBUILDING. SEE PLUMBING PLANS FORCONTINUATION.STORM DRAIN OUTFALL WITH 2"-0" CLEANRIVER ROCK SPLASH PAD, 2' WIDE BY 1' DEEP,EXTEND TO 1' INTO BOTTOM OF POND.CONNECT TO EXISTING SANITARY SEWERSTUB. CONTRACTOR TO VERIFY SIZE ANDLOCATION IN FIELD. PLEASE NOTIFY ENGINEERIF DIFFERENT THAN SHOWN.BIORETENTION CELL PER DETAIL 5 ON DETAILSHEET C400.1" SCH. 40 PVC FORCE MAIN.123456789101112GENERAL NOTES1. SEE THE TECHNICAL SPECIFICATIONS FOR PIPEMATERIALS.2. MINIMUM COVER ON WATER PIPES SHALL BE 30"3. BACKFILL UTILITY TRENCH PER DETAIL 6 ONSHEET C400.4. CONTRACTOR SHALL CALL FOR ALL INSPECTIONSAND PERFORM THE NECESSARY TESTINGREQUIRED BY THE OWNER AND JURISDICTION.5. ALL WATER LINE TEES, PLUGS, BENDS,REDUCERS, VALVES AND HYDRANT BRANCHESSHALL BE MECHANICALLY RESTRAINED.LEGENDPROPOSED SANITARY SEWERPROPOSED SANITARY TWO STEPSYSTEMPROPOSED WATER LINEPROPOSED ELECTRIC LINEPROPOSED STORM DRAINPROPOSED WATER METEREXISTING WATER LINEEXISTING SANITARY SEWEREXISTING STORM DRAINFUEL TANK STORAGE ENCLOSURERELOCATEDSTORAGECONTAINERSSSWSDI.E. 349.00'12347I.E. 347.82'56I.E. 348.50'8I.E. 347.75'963
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DETAILSC400Plot Date:8/6/2021 5:14 PM By: Laila ShareihSave Date: 8/6/2021 4:49 PM By: Lrsh Drawing File: P:\T\TGCC00000001\0400CAD\SHEETS\EC\EC-DT-TGCC0001.dwg
DATE:DESIGN:SHEET NO.PROJECT NO.PROJECT
SHEET TITLEDRAWN:®Phone: 503.223.6663Portland Oregon 972012100 S River Parkway, Suite 100TAHOMA GOLF COURSE& COUNTRY CLUB
YELM, WASHINGTONPERMIT SET08/06/2021MKBULRSHTGCC0000-0001AC PAVEMENT SECTION2SCALE: N.T.S.4"- 1/2 " DENSE,LEVEL 2 ASPHALTICCONCRETECOMPACTED SUBGRADEOR FILL TO 95% DRY DENSITY12" OF CRUSHEDROCK BASE PERWSDOTSPECIFICATIONS.1.25' FORM SQUARE ORROUND48"36"6"CROWN CONCRETE TOPPAVEMENTCONCRETE4" SCH. 40 STEEL PIPEFILL W. CONC.STANDARD BOLLARD4SCALE: N.T.S.GRANULARBASEGRAVEL DRAINAGE DITCH3SCALE: N.T.S.1.00'0.50'
0.50'2"-0 WASHEDRIVER ROCK2.00'1.00'0.50'
6"PLANTING PERLANDSCAPE PLANSPROPOSED LANDSCAPEDAREA3" DEPTH CHOKERCOARSE COMPOST18" DEPTH BIORETENTION SOILMIX (BSM)BIORETENTION CELL5SCALE: N.T.S.6.75'8.00' FLAT BOTTOM6.75'EXISTINGSUBGRADEEXISTINGSUBGRADENOTES:1. PER DEPARTMENT OF ECOLOGY "TYPICAL BIORETENTION" STANDARD. SEE 2019 DOE STORMWATERMANAMGENT MANUAL FOR WESTERN WASHINGTON FOR MORE INFORMATION.2. SCARIFY SUBGRADE 3" MIN. BEFORE BIORETENTION SOIL INSTALLATION.3. COMPACT BSM TO 85% PER ASTM 1577.3:1 SIDE SLOPE3:1 SIDE SLOPEEXISTING LANDSCAPEDAREA2.25' EFFECTIVE DEPTHNOTE:1. SELECT NATIVE MATERIAL IN LANDSCAPE AREAS FOR TELE., ELEC.,AND GAS.PIPE I.D. + 12"3' MIN
UNLESS OTHERWISE NOTED1 " OR 3/4"-0 BASEAGGREGATESEE NOTE 11" OR 3/4" - 0 BASEAGGREGATE BACKFILLAND BEDDING PERGEOTECHNICAL REPORTPAVED AREASUNPAVED AREAS4"
MIN.UTILITY TRENCH6SCALE: N.T.S.12"
MIN.PLANTEDSECTION PERLANDSCAPE PLANPAVING SECTIONPER DETAIL2/C400NOTES:1. PROVIDE EXPANSION JOINT WHERE NEW WORK ABUTS EXISTINGCONSTRUCTION. PROVIDE EXPANSION JOINT AROUND CURB RAMP.2. PROVIDE WEAKENED PLANE CONTRACTION JOINTS IN SIDEWALK ATA MAXIMUM SPACING OF 15 FT.3. SIDEWALKS SHALL BE LIGHTLY BROOM-FINISHED WITH DIRECTIONOF BROOMING PERPENDICULAR TO DIRECTION OF TRAFFIC UNLESSOTHERWISE INDICATED.4. CONCRETE STRENGTH SHALL BE PER SPECS.5. VEHICULAR RATED CONCRETE TO BE 6" CONCRETE OVER 6" BASE.VARIES, SEE PLAN6" 3/4"-0 AGGREGATE BASE (VEHICULAR)COMPACTED SUBGRADEPER GEOTECHNICAL REPORTCONCRETE PAVEMENT1SCALE: N.T.S.6" PCC CONCRETE PAVEMENTPAINT SAFETY YELLOW
DETAILSC401Plot Date:8/6/2021 5:14 PM By: Laila ShareihSave Date: 8/6/2021 4:49 PM By: Lrsh Drawing File: P:\T\TGCC00000001\0400CAD\SHEETS\EC\EC-DT-TGCC0001.dwg
DATE:DESIGN:SHEET NO.PROJECT NO.PROJECT
SHEET TITLEDRAWN:®Phone: 503.223.6663Portland Oregon 972012100 S River Parkway, Suite 100TAHOMA GOLF COURSE& COUNTRY CLUB
YELM, WASHINGTONPERMIT SET08/06/2021MKBULRSHTGCC0000-0001PAVEMENT24"4.5"12"EPOXY FILL HOLEFLUSH WITH TOPEPOXY BOND2-5/8" REBARCURBCONCRETE WHEEL STOP1SCALE: N.T.S.6' LONG PRECASTCONC. CURB STOP
WSS SS SS SD SD SD SDSSSS
PLANTING PLAN, SCHEDULE, AND NOTESL100Plot Date: 8/6/2021 4:29 PM By: Tami DanischSave Date: 8/5/2021 3:22 PM By: Tsd Drawing File: P:\T\TGCC00000001\0400CAD\SHEETS\LA\LA-PL-TGCC0001.dwg
DATE:DESIGN:SHEET NO.PROJECT NO.PROJECT
SHEET TITLEDRAWN:®Phone: 503.223.6663Portland Oregon 972012100 S River Parkway, Suite 100TAHOMA GOLF COURSE& COUNTRY CLUB
YELM, WASHINGTONPERMIT SET08/06/2021MKBULRSHTGCC0000-00010104020SCALE: 1" = 20'SYMBOLBOTANICAL NAME /COMMON NAMESIZESPACINGTREESSHRUBSABIES GRANDIS /GRAND FIR6' HT. MIN.AS SHOWNMAHONIA AQUIFOLIUM 'COMPACTA' /COMPACT OREGON GRAPE36" O.C.BERBERIS DARWINII /DARWIN BARBERRY3 GAL. CONT. 48" O.C.CRATAEGUS PHAENOPYRUM /WASHINGTON HAWTHORN1.5" CAL. MIN. AS SHOWNGROUNDCOVER / ORNAMENTAL GRASSESARCTOSTAPHYLOS UVA-URSI /KINNIKINNICK4" POT18" O.C.QUANTITY511175127EXISTING TREE TO REMAINPLANTING SCHEDULEPENNISETUM ALOPECUROIDES 'HAMELN' /DWARF FOUNTAIN GRASS24" O.C.63MAHONIA REPENS /CREEPING OREGON GRAPE18" O.C.151CISTUS CORBARIENSIS /WHITE ROCK ROSE3 GAL. CONT. 48" O.C.19VACCINIUM OVATUM /EVERGREEN HUCKLEBERRY3 GAL. CONT. 48" O.C.8VIBURNUM TINUS 'SPRING BOUQUET' /SPRING BOUQUET LAURUSTINUS3 GAL. CONT. 5' O.C.42 GAL. CONT.4" POT1 GAL. CONT.SYMPHORICARPOS ALBUS /COMMON SNOWBERRY3 GAL. CONT. 36" O.C.41. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK"REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL.2. REFER TO DETAILS FOR REQUIREMENTS FOR PLANTING SOILS WITHIN CULTIVATED PLANTING BEDS AND PLANTING PITS.3. PLANTING MIX IN CULTIVATED PLANTING BEDS AND PLANTING PITS SHALL BE 2/3 NATIVE SOIL AND 1/3 ORGANIC COMPOST, THOROUGHLY BLENDED INTO AHOMOGENOUS MIXTURE PRIOR TO INSTALLING PLANTS. PLANTING MIX IN WATER QUALITY FACILITY SHALL BE 3-WAY MIX OF SAND/LOAM/COMPOST.4. SOIL PREPARATION FOR NEW SHRUB BEDS:- REMOVE CONTAMINATED OR DELETERIOUS SOILS AND ROCKS OVER 2" DIAMETER.- THOROUGHLY LOOSEN SUBGRADE TO A DEPTH OF 6" MINIMUM.- PLACE 6" MINIMUM DEPTH OF 3 WAY TOPSOIL MIX AND TILL INTO SUBGRADE TO A DEPTH OF 12".- FINISH GRADE SURFACE OF TOPSOIL SHALL BE 2.5" BELOW ADJACENT HARD SURFACE TO ALLOW FOR 2" OF REQUIRED MULCH.5. SOIL PREPARATION FOR NEW LAWN AREAS:- REMOVE CONTAMINATED OR DELETERIOUS SOILS AND ROCKS OVER 2" DIAMETER.- THOROUGHLY LOOSEN SUBGRADE TO A DEPTH OF 6" MINIMUM.- PLACE 4" MINIMUM DEPTH OF 3 WAY TOPSOIL MIX AND TILL INTO SUBGRADE TO A DEPTH OF 8".- RAKE, DRAG, AND ROLL AREA TO BE SEEDED FOR A SMOOTH FINISH GRADE SURFACE FOR SEEDING.6. ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD AND MEET ALL REQUIREMENTS SPECIFIED.7. ALL MATERIALS AND INSTALLATION TECHNIQUES ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION.8. ALL TREES MUST BE INSTALLED WITH GUYING OR STAKED AS SHOWN IN THE DETAILS.9. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIESDURING THE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION ANDARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TOTHE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITEAPPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE CONSTRUCTION.10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK.11. ALL PLANT MATERIALS QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS ASSHOWN ON THE PLANS AT SPACING SHOWN GRAPHICALLY AND AS SHOWN IN THE PLANTING SCHEDULE.12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, MULCHING, FERTILIZING, PRUNING, REPLACING)ALL OF THE PLANT MATERIALS FOR TWO YEARS AFTER INSTALLATION. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMALPLANTING SEASON. AT THE END OF THE MAINTENANCE PERIOD, THE WORK MUST BE ACCEPTED IN FULL BY THE OWNER.13. ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THESITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS.14. CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING TO MAINTAIN HEALTHY PLANT CONDITIONS.15. THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT MULCHING IN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTERGRADING, ESPECIALLY WHERE PLANTING MIX HAS BEEN INSTALLED.16. THOROUGHLY 'WATER-IN' ALL PLANT MATERIALS WITHIN 6 HOURS FOLLOWING INSTALLATION.17. DISTURBED LAWN AREAS SHALL BE RE-SEEDED WITH SEED MIXTURE OF 3-VARIETY PERENNIAL RYEGRASS BLEND OR PERENNIAL RYEGRASS / FESCUE BLENDAPPLIED AT SUPPLIER'S RECOMMENDED SEEDING RATE. CONTRACTOR SHALL COORDINATE AND CONFIRM THE EXTENT OF DISTURBED AREAS TO BE RE-SEEDEDWITH OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.GENERAL PLANTING NOTES:COMPACT OREGON GRAPE, TYP.EVERGREEN HUCKLEBERRY, TYP.GRAND FIR, TYP.CREEPING OREGON GRAPE, TYP.KINNIKINNICK, TYP.DWARF FOUNTAIN GRASS, TYP.DARWIN BARBERRY, TYP.WASHINGTON HAWTHORN, TYP.COMMON SNOWBERRY, TYP.SPRING BOUQUET LAURUSTINUS, TYP.FUEL TANK STORAGE ENCLOSUREBIGLEAF MAPLE, TYP.WILD STRAWBERRY, TYP.FLOWERING CURRANT, TYP.TALL OREGON GRAPE, TYP.MOCK ORANGE, TYP.VINE MAPLE, TYP.HERBACEOUS PLANTINGS, TYP.PURPLE ROCK ROSE, TYP.LONGMIRE ST SW
SW MOSMAN AVERELOCATEDSTORAGECONTAINERSMAINTENANCE BUILDING6" DEPTH 2"-0 WASHED RIVER ROCKGRAVEL STRIP,SEE DETAIL 3, SHEET C400STORMWATER FACILITY PLANTING SCHEDULESYMBOLBOTANICAL NAME /COMMON NAMESIZESPACINGTREESSHRUBSACER MACROPHYLLUM /BIGLEAF MAPLE1.5" CAL. MIN. AS SHOWNRIBES SANGUINEUM /FLOWERING CURRANT48" O.C.MAHONIA AQUIFOLIUM /TALL OREGON GRAPE2 GAL. CONT. 36" O.C.GROUNDCOVER FRAGARIA CHILOENSIS /WILD STRAWBERRY4" POT18" O.C.QUANTITY3715494ACER CIRCINATUM /VINE MAPLEPHILADELPHUS LEWISII /MOCK ORANGE3 GAL. CONT. 48" O.C.73 GAL. CONT.6' HT. 3 STEMSMIN.AS SHOWN 5HERBACEOUS PLANTINGS - WATER QUALITY PLANT COMMUNITYCAREX OBNUPTA / SLOUGH SEDGEJUNCUS PATENS / SPREADING RUSHSCIRPUS MICROCARPUS / SMALL FRUITED BULRUSH12" O.C. PLANTSAME SPECIESDRIFTS OF 15-20327PLUGPLUGPLUGLANDSCAPE EDGING, TYP.SEE DETAIL 6, SHEET L101TSDTSDNO. 523 EXP. 08/06/2022
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ENISE LIFTINEXISTING LAWN TO REMAINEXISTING LAWN TO REMAINRESEED DISTURBED LAWN AREAS AS NEEDED.SEE PLANTING NOTES.AREA AROUND STORMWATER FACILITY TO REMAIN UNDISTURBED TOTHE EXTENT POSSIBLE. RESEED DISTURBED LAWN AREAS AS NEEDED.SEE PLANTING NOTES.DROUGHTTOLERANT (Y/N)YNATIVE (NAT) OR NON-INVASIVENATURALIZED (NAT) (Y/N)DROUGHTTOLERANT (Y/N)YYYYYYY (NTV)Y (NAT)YY (NTV)YYYYYYYY (NAT)YYYYYREQUIREMENTSREQUIREDAT LEAST 50% OF TREES SHALL BE NATIVE/ NON-INVASIVE NATURALIZED SPECIESPROPOSED100% OF TREES ARE NATIVE /NON-INVASIVE NATURALIZED (INCLUDINGSTORMWATER FACILITY)REQUIREDMIN. 60% OF TREES IN PARKING LOT MUSTBE DECIDUOUS (100% MAY BEDECIDUOUS)PROPOSED63% OF TREES AROUND PARKING LOTARE DECIDUOUSREQUIREDAT LEAST 75% OF GROUNDCOVER ANDSHRUBS SHALL BE NATIVE / NON-INVASIVENATURALIZED SPECIESPROPOSED77% OF SHRUBS AND GROUNDCOVER(INCLUDING STORMWATER FACILITY) ARENATIVE / NON-INVASIVE NATURALIZEDREQUIREDAT LEAST 60% OF NEW SPECIES SHALL BEDROUGHT TOLERANTPROPOSED100% OF PROPOSED TREES, SHRUBS,AND GROUNDCOVER (INCLUDINGSTORMWATER FACILITY) ARE DROUGHTTOLERANT ONCE ESTABLISHEDY (NAT)Y (NTV)Y (NTV)Y (NAT)Y (NTV)Y (NTV)Y (NAT)NATIVE (NAT) OR NON-INVASIVENATURALIZED (NAT) (Y/N)Y (NTV)Y (NTV)Y (NTV)Y (NTV)Y (NTV)Y (NTV)Y (NTV)Y (NTV)Y (NTV)DAVID EVANS AND ASSOCIATDenise Liftin, PLA
PLANTING DETAILSL101Plot Date:8/6/2021 4:30 PM By: Tami DanischSave Date: 8/5/2021 3:22 PM By: Tsd Drawing File: P:\T\TGCC00000001\0400CAD\SHEETS\LA\LA-PL-TGCC0001.dwg
DATE:DESIGN:SHEET NO.PROJECT NO.PROJECT
SHEET TITLEDRAWN:®Phone: 503.223.6663Portland Oregon 972012100 S River Parkway, Suite 100TAHOMA GOLF COURSE& COUNTRY CLUB
YELM, WASHINGTONPERMIT SET08/06/2021MKBULRSHTGCC0000-0001PREVAILINGWINDDIRECTIONSTAKING PLANLOCKING TREE TIE(ALLOW SOME SLACK IN TIE)(2) 3" DIA x 8' HARDWOOD STAKES LOCATEDEQUIDISTANTLY WITHIN MULCH RINGROOT CROWN 2" ABOVEFINISH GRADE3" MIN. COMPOST MULCH - FEATHERED AWAY 4" FROM TREE TRUNKIN STORMWATER FACILITY: 3" COMPOST MULCH DEPTH AND 18" DIA.AROUND TREES PLANTED IN UPLAND AREA6" HIGH RIM BERMFINISH GRADEPLANTING MIXREMOVE ALL BURLAP AND WIREBASKET FROM ROOT BALLEXISTING SUBGRADE12 - 23 HT. TOLOWERBRANCHES2' MIN. ORUNTILREFUSALPLANTING PITMIN. 3x WIDTH OFROOTBALLIN PLANTING PIT1SCALE: N.T.S.DECIDUOUS TREEPREVAILINGWINDDIRECTIONSTAKING PLAN(2) 2"x2"x8' HARDWOOD STAKES LOCATEDEQUIDISTANTLY WITHIN MULCH RINGLOCKING TREE TIE (ALLOW SOMESLACK IN TIE)ROOT CROWN 2" ABOVEFINISH GRADE3" MIN. COMPOST MULCH - FEATHERED AWAY 4" FROM TREE TRUNKIN STORMWATER FACILITY: 3" COMPOST MULCH DEPTH AND 18" DIA.AROUND TREES PLANTED IN UPLAND AREA6" HIGH RIM BERMFINISH GRADEREMOVE ALL BURLAP AND WIREBASKET FROM ROOTBALLPLANTING MIXEXISTING SUBGRADE±1/2 HEIGHT OF
TREE
2' MIN. OR UNTIL
REFUSAL
PLANTING PITMIN. 3x WIDTH OFROOTBALLIN PLANTING PIT2SCALE: N.T.S.EVERGREEN TREEDDEDGE OF PLANTING BEDDNOTE:D = PLANT SPACING.(SEE PLANTING SCHEDULE.)LOCATE PLANTS SPACEDEQUAL DISTANCE (D) FROMEACH OTHER AS SHOWN.SECTION VIEWPLAN VIEW - SPACING2" COMPOST TILLEDINTO TOP 12" OF SOILIN CULTIVATED BEDEDGE OFPLANTING BEDMULCH IN PLANTING BEDS: 3" MIN. BARKMULCH OVER ENTIRE PLANTING BED -FEATHER AWAY 2" FROM STEMIN STORMWATER FACILITY: 3" COMPOSTMULCH DEPTH AND 18" DIA. AROUND TREESAND SHRUBS PLANTED IN UPLAND AREAPLANT SO ROOTCROWN IS 1"ABOVE FINISH GRADEFINISH GRADESPECIFIED PLANT SPACING1/2PLANTSPACING12 DGROUNDCOVER PLANTING4SCALE: N.T.S. FINISH GRADEROOT CROWN 1" - 2" ABOVEPLANTING SOIL GRADEMULCH IN PLANTING BEDS: 3" MIN. COMPOST MULCH OVER ENTIREPLANTING BED - FEATHER AWAY 2" FROM TRUNKIN STORMWATER FACILITY: 3" COMPOST MULCH DEPTH AND 18" DIA.AROUND SHRUBS PLANTED IN UPLAND AREA6" HIGH RIM BERMPLANTING MIXEXISTING SUBGRADEPLANTING PITMIN. 3x WIDTH OFROOTBALLIN PLANTING PIT3SCALE: N.T.S.SHRUBTSDTSDNO. 523 EXP. 08/06/2022
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ENISE LIFTINEDGING6SCALE: N.T.S. REDWOOD LANDSCAPE LAWNPLANTING BED2X4X18 PRESSURE TREATEDWOOD STAKES 4'-0" O.C. -NAIL TO HEADERNOTES:1. PLANTING BASIN AND RIM BERM SHALL BE INSTALLED WITH PLANTS ON SLOPES 5:1 OR STEEPER.2. PLANTING MIX IN CULTIVATED PLANTING BEDS SHALL BE 2/3 NATIVE SOIL AND 1/3 ORGANICCOMPOST, THOROUGHLY BLENDED INTO A HOMOGENEOUS MIXTURE PRIOR TO INSTALLING PLANTS.AREAS WITH POOR OR HEAVILY COMPACTED SOIL MAY REQUIRE ADDITIONAL AMENDMENTS.FINISHGRADEBLEND INTOSURROUNDING SLOPE3" - 6" BERM MOUNDED UP ONLOW SIDE OF PLANTING BASIN3" MULCH DEPTH AND18" DIAMETER AROUNDTREES AND SHRUBSPLANTED IN UPLAND AREAROOT CROWN 1" - 2" ABOVESURROUNDING GRADE IN BASINBASIN CREATEDON UP-SLOPESIDE OF PLANTSURROUNDING GRADE2" COMPOST TILLED INTO TOP12" OF SOIL IN CULTIVATED BEDBACKFILL BASIN WITH PLANTING MIXEXISTING SUBGRADEAPPROXIMATELY 2xROOTBALL WIDTHPLANTING ON SLOPE IN STORMWATER FACILITY5SCALE: N.T.S. REDWOOD BENDERBOARDTO DIVIDE ALL PLANTINGAREAS FROM LAWNDAVID EVANS AND ASSOCIATDenise Liftin, PLA