HomeMy WebLinkAbout20201004 Ver 1_15-ACOE PERMIT SET_20200804SAPPHIRE FARM4730 UPPER WHITEWATER ROADSAPPHIRE, NC 28774JULY 31, 2020LIST OF DRAWINGSL2.00SITE OVERVIEW - EXISTING CONDITIONS AND COMPLETEDENHANCEMENTSL3.00SITE ENHANCEMENTS AND EROSION CONTROL PLANL3.10SITE ENHANCEMENTS AND EROSION CONTROL PLANL6.00EROSION CONTROL DETAILSL6.01EROSION CONTROL DETAILSL6.02SITE DETAILSL6.03SITE DETAILSL6.04SITE DETAILSL6.05SITE DETAILSL6.06SITE DETAILSL6.07SITE DETAILSL6.08SITE DETAILSL6.09SITE DETAILSL6.10SITE DETAILSPERMITTINGSTEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.ISSUE 1PERMITTING JULY 31, 2020
s-14S-18S-15S-17S-16S-13S-12S-11S-10S-19s-20S-21S-8S-9S-7S-22S-23s-24S-25S-2S-1S-4S-27S-5S-3S-6W- 1W-2W-12W-11w-10W-9W-3W-4W-5W-6W-7W-8O/W - 1O/W - 2S-26Thompson RiverEXISTINGWORK YARDEXISTING WATER LINEEXISTINGCART ROADEXISTINGGRAVELDRIVEWAYEXISTING LAKEDRAIN BOXTHOMPSON R
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UNNAMED TRIBUTARYTO THOMPSON RIVERUNNAMED TRIBUTARYTO THOMPSON RIVERUNNAMED TRIBUTARYTO THOMPSON RIVER
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R THOMPSON RIVERTHOMPSON RIVERSTRUCTURE TO BE
REMOVEDN.C.G.S. MON. " CAMP BUC " FB4166N 510,250.44'E 799,532.35'ELEV. 3186.0'COMBINED FACTOR : 0.99972906( NAD 83 2007 )(BENCHMARK)N.C.G.S. MON." CAMP BUC " " AZ MK "N 509,964.56'E 799,882.28'( NAD 83 2007 )(BEARING BASELINE)LAKE PICKENS3174.5'ZIP LINETOWERN50°45'11"W451.99'3190318831863185318331813180317831
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319031853185
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3180EXISTING PONDFOOT BRIDGECROSS TIE WALLPOND DRAIN BOXGRAVEL PATHDINING HALLFFE: 3183.1'31833185318731883190
319331953198318831903192319431963199320032023204320532073209321032123214321532173219322032213196319832003205320732103213321532183220322332253191319331943
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2N/S IN STUMPN 509,874.17'E 800,182.19'ELEV: 3192.0'NAD 83 (2007)(BENCHMARK)PROPOSEDBUILDINGS(STAKED)WWATERSPIGOTGRAVEL ROAD 12
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-N.C.G.S. MON." CAMP BUC " " AZ MK "N 509,964.56'E 799,882.28'ELEV: 3172.1'( NAD 83 2007 )S73°14'10"E313.12'(N.T.S.)(TIE LINE)330320310300290280220210200190190180190 300290270260 260250240230220210250240230200190200210220230230220210200190
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210220210 230162164166168OLD GROWTH AREAEXISTING LAKEDRAIN BOXBRBRBRBRFCFCFPBREXISTING SLABTO BE REMOVEDPREVIOUSLYEXISTINGFOUNDATION -REMOVEDPREVIOUSLY EXISTINGBOAT HOUSE ANDDOCK - REMOVEDEXISTING CULVERTSEXISTING CULVERTSEXISTINGBUILDING TO BEREMOVED, TYPLEGENDSYMDESCRIPTIONL O DLIMITS OF DISTURBANCEPROPERTY LINESTREAM W/25' BUFFEREXISTING GRAVEL ROADOR DRIVEWAYEXISTING BUILDING TO REMAINEXISTING WETLANDEXISTING FOREST CANOPY2019 BOG RESTORATION AREAS( 3.4 ACRES)EXISTING WETLAND (2.4 ACRESIN DEVELOPMENT AREA)EXISTING TREE LOCATEDBY SURVEYEXISTING LAKE / WATERWAYEXISTING BUILDINGTO BE REMOVEDCOMPLETED FORESTENHANCEMENT AREAS (5ACRES)FCBRPROJECT DATAOWNERWACHHUND LAND COMPANY, LLC.3 STANSBURY DRASHEVILLE, NC 28803CONTACTSHANNON P. SLUSHER215-888-0994PINS7590-87-04687591-93-14487590-98-16327591-70-52237591-92-4120DEED REFERENCEBK 00879, PG 0344RIVER BASINSAVANNAHRIVER CLASSIFICATIONC. TROUTLINEAR FT OF STREAMIN PROJECT AREA(PROPERTY)TOTAL ACREAGEDISTURBED AREAOVERALL IMPERVIOUS SURFACEPRE-CONSTRUCTIONPOST-CONSTRUCTION11,975 LF +/- (42,040 LF +/-)461.28 AC19.55 AC1%1% +/-PLATBK F19, PG 108-109ACREAGE OF WETLANDIN PROJECT AREA20.76 ACPRELIMINARY: NOT FOR CONSTRUCTIONTHIS DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT ASEALED SET OF CONSTRUCTION DOCUMENTS.COPYRIGHT, STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.ALL RIGHTS RESERVED. NO REPRODUCTION, IN WHOLE OR IN PART, ISPERMITTED WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM STEPHENSTIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.LANDSCAPE ARCHITECTSTIMSONSTUDIO.COMPERMITTINGSAPPHIRE FARMDATE07.31.2020DRAWN BYSK/MVREVIEWED BYSTIMSONSCALE SAPPHIRE NC 28774STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.288 NORFOLK STREETCAMBRIDGE, MA 02139T 617 876 89602 MOUNTAIN ROADPRINCETON, MA 01541T 978 464 520087654321ISSUEDATEDESCRIPTIONNSITE OVERVIEW-EXISTINGCONDITIONS AND COMPLETEDENHANCEMENTSL2.01"=100'-0"1000200300400PROJECT AREAPROJECT AREAPROJECT AREA
EXISTINGWORK YARD183188181182180184EXISTING WATER LINEEXISTING GRAVEL DRIVEWAYEXISTING LAKEDRAIN BOXTHOMPSON RIVER
UNNAMED TR
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INV 170TW175++TW176.17+TW176.17172174180 186188184182180178176174172178186192190188179186184186188190192194+1821
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5 178176172171170169168188190192194+BW282182184186180182184176
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4 175181180175176164162165163+167174178167160162164166170161173172171+WL170170169168168169168171172173170173172166170172174178186184182TW187.51.5%
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2 1982022022001981961941921
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0186192192192192192191191196194192187TW187.5BW182.5BW190BW190BW190.9TW187.5BW181BW191TW187.5187.5187.5BW182.5TW185TW185192192.45192.45BW192.75BW192.75192.75191.5192.05191.5GB190.5GB190.5TW185DI184.3TW185DI184.3GB187.5BS204.55176190GB197.5GB197.5DI189.5DI189.5TW202.5TS206.5TS204.43BS202.48TS202.36BS200.41TS200.29TS/BS198.34BS192.49BW192.58TW202.5TW198.5R (.65') 21
2%192.06FFE192.5BW192.58TW 201.5FFE192.5TW 194.5TW 194.5BW190.6TW 194.5TW 194.5TW185FFE 181.3DI189.5FFE192.5FFE192.5BW 197.5TW 196BW 192.5TW 196192.17192.17191.9191.45BW192.5188188BW190TW 196TW 196192.32192.4192.4192.37192.4192.30204
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DL O DL O DL O DL O DL O DL O DL O DAPPROX 61LF OFSTREAM CHANNELDISTURBANCEDUE TO FLOODINGAPPROX 48LFSTREAM CHANNELDISTURBANCE DUETO FLOODINGEXISTINGCULVERTS TOBE REMOVED,APPROXIMATELY20' LONG EACHAPPROX 40LFSTREAMCHANNELDISTURBANCEDUE TO FILLLAKE EDGE STABILIZATIONWITH BOULDERSORCHARDB: EXPANDEDLAKE BOUNDARYBARNCOURTP
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TB: PROPOSEDRAISED PLAY LAWNAREA AAREA BAREA BAREA BAREA BAREA DAREA CPROPOSEDTIMBER BRIDGE.SEE DTL L6.02A: PROPOSED ENHANCEDPLUNGE POOL WEIR ANDCROSSING, SEE DTL. L6.09A: PROPOSEDENHANCEDPLUNGE POOLB: DRY-STACKED STONERETAINING WALL ATRAISED PLAY LAWN.B: PROPOSED DOCKC: PROPOSEDCART ROAD.SEE DTL L6.11PROPOSEDTIMBER CROSSINGSEE DTL L6.10B: WEIRWALLC:PROPOSEDLAKEOUTFALLWITHTIMBERBRIDGECROSSING.SEE DTLL6.07PROPOSED ORCHARDPROPOSED ORCHARDPROPOSEDWORKSHOPPROPOSEDBARNPROPOSEDGREENHOUSEPROPOSEDSMOKEHOUSEPROPOSEDFARM COURTPROPOSEDVEG GARDENPROPOSEDLAKEBARNLSLSLPLPLPLPEGLPLPLSGPGPGPGPGPEGSSGPSGPGPGPGPEGEGEGEGEGUMHPUMHPHPHPHPLPDWDWDWPWPWPWPWPWPWDWDWEXISTINGSLAB TO BEREMOVEDEXISTINGCULVERTS TOBE REMOVED,AREA CBRBRBRFCPROJECT DATAOWNERWACHHUND LAND COMPANY, LLC.3 STANSBURY DRASHEVILLE, NC 28803CONTACTSHANNON P. SLUSHER215-888-0994PINS7590-87-04687591-93-14487590-98-16327591-70-52237591-92-4120DEED REFERENCEBK 00879, PG 0344RIVER BASINSAVANNAHRIVER CLASSIFICATIONC. TROUTLINEAR FT OF STREAMIN PROJECT AREA(PROPERTY)TOTAL ACREAGEDISTURBED AREAOVERALL IMPERVIOUS SURFACEPRE-CONSTRUCTIONPOST-CONSTRUCTION11,975 LF +/- (42,040 LF +/-)461.28 AC19.55 AC1%1% +/-PLATBK F19, PG 108-109ACREAGE OF WETLANDIN PROJECT AREA20.76 ACLEGENDSYMDESCRIPTIONDTL4L6.0L O D1L6.0LIMITS OF DISTURBANCETEMPORARY SILT FENCETEMPORARY CONSTRUCTIONENTRANCEPROPERTY LINESTREAM W/25' BUFFEREXISTING GRAVEL DRIVEWAYTO REMAINPROPOSED STONE UNITPAVINGPROPOSED LAWN3L6.0TEMPORARY DIVERSION DITCHPROPOSED GRAVEL PAVINGEXISTING BUILDING TO BEREMOVED OR RELOCATEDEXISTING FOREST CANOPYEXISTING WETLAND (2.4 ACRES INDEVELOPMENT AREA)PROPOSED WETLAND AT LAKE EDGE ( 0.72 ACRES)DISTURBED WETLAND ( 0.39 ACRES)EXISTING TREE LOCATEDBY SURVEYPROPOSED REINFORCEDLAWN PATHPROPOSED UPLAND MEADOWPROPOSED HERBACEOUS PLANTINGEXISTING BUILDINGTO REMAINDISTURBED STREAM CHANNEL DUE TOFILL ( 40 LINEAR FT)COMPLETED FOREST ENHANCEMENTAREAS (5 ACRES)PWFCDW1L6.10PROPOSED DRY-STACKEDSTONE SITE WALLDISTURBED STREAM CHANNEL DUE TOFLOODING ( 109 LINEAR FT)EGGPSLSLPUMHPEXISTING WATERLINE2019 BOG RESTORATION AREAS ( 3.4 ACRES)BRPRELIMINARY: NOT FOR CONSTRUCTIONTHIS DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT ASEALED SET OF CONSTRUCTION DOCUMENTS.COPYRIGHT, STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.ALL RIGHTS RESERVED. NO REPRODUCTION, IN WHOLE OR IN PART, ISPERMITTED WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM STEPHENSTIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.LANDSCAPE ARCHITECTSTIMSONSTUDIO.COMPERMITTINGSAPPHIRE FARMDATE07.31.2020DRAWN BYSK/MVREVIEWED BYSTIMSONSCALE SAPPHIRE NC 28774STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.288 NORFOLK STREETCAMBRIDGE, MA 02139T 617 876 89602 MOUNTAIN ROADPRINCETON, MA 01541T 978 464 520087654321ISSUEDATEDESCRIPTIONNSITE ENHANCEMENTS ANDEROSION CONTROL PLANL3.01"=50'-0"500100150200
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31803195319731993200320332053208321032123215322032253230323532403245321832233228323232383195319832003203320532083210319632013
2
0
3
32023210321332153218322032233225322832303172317431763178318031843190
318
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0
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32
4
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200190200210220230230220210200190170
180
190
200
210
220
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9
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2
0
0
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M A T C H L I N E
M A T C H L I N EEXISTINGSLAB TO BEREMOVEDL O DL O DL O D
L O DL O DPROPOSED CABINAPPROX 61LF OFSTREAM CHANNELDISTURBANCEDUE TO FLOODINGL O DLAKE EDGE STABILIZATIONWITH BOULDERSL O DB: EXPANDEDLAKE BOUNDARYB: PROPOSEDRAISED PLAY LAWNAREA AAREA BAREA BAREA BAREA BAREA EPROPOSED TIMBER BRIDGEON STACKED STONEFOOTINGS. SEE DTL.L6.05PROPOSEDTIMBER BRIDGE.SEE DTL L6.02E: PROPOSEDROCK VANECROSSING,SEE DTL L6.03EXISTINGOVERLOOKA: PROPOSED ENHANCEDPLUNGE POOL WEIR ANDCROSSING, SEE DTL. L6.09A: PROPOSEDENHANCEDPLUNGE POOLB: DRY-STACKED STONERETAINING WALL ATRAISED PLAY LAWN.B: PROPOSED DOCKBANKSTABILIZATIONWITH BOULDERSSEE DTL. L6.04L O DL O DL O DLSLSLPLPLPLPEGLPGPGPGPEGEGEGEGEGGPGPHPHPHPLPDWDWDWPWPWDWSLAB TO BEREMOVEDAREA CAPPROX. 90 LINEARFT. OF STREAM BANKMODIFICATION ANDSTABILIZATIONDWBRBRFCFCFCBRPROJECT DATAOWNERWACHHUND LAND COMPANY, LLC.3 STANSBURY DRASHEVILLE, NC 28803CONTACTSHANNON P. SLUSHER215-888-0994PINS7590-87-04687591-93-14487590-98-16327591-70-52237591-92-4120DEED REFERENCEBK 00879, PG 0344RIVER BASINSAVANNAHRIVER CLASSIFICATIONC. TROUTLINEAR FT OF STREAMIN PROJECT AREA(PROPERTY)TOTAL ACREAGEDISTURBED AREAOVERALL IMPERVIOUS SURFACEPRE-CONSTRUCTIONPOST-CONSTRUCTION11,975 LF +/- (42,040 LF +/-)461.28 AC19.55 AC1%1% +/-PLATBK F19, PG 108-109ACREAGE OF WETLANDIN PROJECT AREA20.76 ACLEGENDSYMDESCRIPTIONDTL4L6.0L O D1L6.0LIMITS OF DISTURBANCETEMPORARY SILT FENCETEMPORARY CONSTRUCTIONENTRANCEPROPERTY LINESTREAM W/25' BUFFEREXISTING GRAVEL DRIVEWAYTO REMAINPROPOSED STONE UNITPAVINGPROPOSED LAWN3L6.0TEMPORARY DIVERSION DITCHPROPOSED GRAVEL PAVINGEXISTING BUILDING TO BEREMOVED OR RELOCATEDEXISTING FOREST CANOPYEXISTING WETLAND (2.4 ACRES INDEVELOPMENT AREA)PROPOSED WETLAND AT LAKE EDGE ( 0.72 ACRES)DISTURBED WETLAND ( 0.39 ACRES)EXISTING TREE LOCATEDBY SURVEYPROPOSED REINFORCEDLAWN PATHPROPOSED UPLAND MEADOWPROPOSED HERBACEOUS PLANTINGEXISTING BUILDINGTO REMAINDISTURBED STREAM CHANNEL DUE TOFILL ( 40 LINEAR FT)COMPLETED FOREST ENHANCEMENTAREAS (5 ACRES)PWFCDW1L6.10PROPOSED DRY-STACKEDSTONE SITE WALLDISTURBED STREAM CHANNEL DUE TOFLOODING ( 109 LINEAR FT)EGGPSLSLPUMHPEXISTING WATERLINE2019 BOG RESTORATION AREAS ( 3.4 ACRES)BRPRELIMINARY: NOT FOR CONSTRUCTIONTHIS DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT ASEALED SET OF CONSTRUCTION DOCUMENTS.COPYRIGHT, STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.ALL RIGHTS RESERVED. NO REPRODUCTION, IN WHOLE OR IN PART, ISPERMITTED WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM STEPHENSTIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.LANDSCAPE ARCHITECTSTIMSONSTUDIO.COMPERMITTINGSAPPHIRE FARMDATE07.31.2020DRAWN BYSK/MVREVIEWED BYSTIMSONSCALE SAPPHIRE NC 28774STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.288 NORFOLK STREETCAMBRIDGE, MA 02139T 617 876 89602 MOUNTAIN ROADPRINCETON, MA 01541T 978 464 520087654321ISSUEDATEDESCRIPTIONNL3.11"=50'-0"SITE ENHANCEMENTS ANDEROSION CONTROL PLAN500100150200
STREAM AND LAKE WORK
07.31.2020
07.31.2020
PRELIMINARY: NOT FOR CONSTRUCTIONTHIS DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT ASEALED SET OF CONSTRUCTION DOCUMENTS.COPYRIGHT, STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.ALL RIGHTS RESERVED. NO REPRODUCTION, IN WHOLE OR IN PART, ISPERMITTED WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM STEPHENSTIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.LANDSCAPE ARCHITECTSTIMSONSTUDIO.COMPERMITTINGSAPPHIRE FARMDATE07.31.2020DRAWN BYSK/MVREVIEWED BYSTIMSONSCALE SAPPHIRE NC 28774STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.288 NORFOLK STREETCAMBRIDGE, MA 02139T 617 876 89602 MOUNTAIN ROADPRINCETON, MA 01541T 978 464 520087654321ISSUEDATEDESCRIPTIONTHOMPSON R
IVER
1753174317517
0
18
0
19
0
200
21
0
160170160CURVED TIMBER BRIDGE - PLAN1/4" =1'-0"2CURVED TIMBER BRIDGE - ELEVATION1/4" =1'-0"4CURVED TIMBER BRIDGE - CONTEXT PLANNTS3CURVED TIMBERBRIDGEL6.02SITE DETAILSAS NOTED10"6"3"3'-6"8"8'-4"4"3"5"9'-0"5"10"DIM. VARIES6" x 6" BLACK LOCUST3" x 6", 8" WHITE OAK TIMBERS6" X 10" WHITE OAK TIMBERS5" x 5" WHITE OAK ORBLACK LOCUSTTIMBERS3' x 3' x3' or 4'BOULDER ATCOLUMN TYP.4" X 4" WHITE OAK POSTCURVED TIMBER BRIDGE - CROSS SECTION1/4" =1'-0"11L6.02
PRELIMINARY: NOT FOR CONSTRUCTIONTHIS DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT ASEALED SET OF CONSTRUCTION DOCUMENTS.COPYRIGHT, STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.ALL RIGHTS RESERVED. NO REPRODUCTION, IN WHOLE OR IN PART, ISPERMITTED WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM STEPHENSTIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.LANDSCAPE ARCHITECTSTIMSONSTUDIO.COMPERMITTINGSAPPHIRE FARMDATE07.31.2020DRAWN BYSK/MVREVIEWED BYSTIMSONSCALE SAPPHIRE NC 28774STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.288 NORFOLK STREETCAMBRIDGE, MA 02139T 617 876 89602 MOUNTAIN ROADPRINCETON, MA 01541T 978 464 520087654321ISSUEDATEDESCRIPTIONROCK CROSS VANE - PLAN1/2"=1'-0"5ROCK CROSS VANE - SECTION AT WEIR1"=1'3ROCK CROSS VANE - CONTEXT PLANNTS23L6.03D TRIBUTARY TO THOMPSON RIVER
THOMPSON RIVERTHOMPSON RIVER20"POPLARELEV236.4430"POPLAR17"POPLAR22"POPLAR36"POPLAR21"POPLAR28"POPLAR21"POPLARELEV237.2120"POPLAR25"WHITEPINE30" POPLARWITH TIRESWING ELBOWELEV 24118"BIRCH20"POPLARELEV238.1417"POPLARELEV237.820.95 acres of disturbance shownSUNKENGARDENTERRACEMULTITRUNKPOPLARELEV2354" perf pipe >>DAYLIGHT PIPES DOWNSLOPE.DISCHARGE AREA TO BEREINFORCED WITH STONE ANDPLANTING TO PREVENT EROSION<< 4" perf pipe4" perf pipe>>DAYLIGHT WALLDRAIN PIPE ATBASE OF WALLDAYLIGHT PIPEDOWN SLOPE<< 4" perf pipe4" perf pipe >>6" >><< 4"
<< 4"
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>4" perf pipe >>DAYLIGHT PIPEDOWN SLOPEDAYLIGHT PIPEDOWN SLOPE15" Nyloplast drainbasin/junction box withsolid lid6" >>6" >>18" Nyloplast drainbasin/junction box withsolid lidRIM 238.412" Nyloplast drain basinwith standard grateRIM 237.7512" Nyloplast drain basinwith standard grateRIM 23812" Nyloplast drain basinwith standard grateDI 237.812" Nyloplast drain basinwith standard grateDI 237.512" Nyloplast drain basinwith standard grateWALL SHOWN OUTSIDEEXTENTS OFGROUND-SHOT SURVEY.WALL LOCATION ANDHEIGHT TBD IN FIELDWITH OWNER ANDLANDSCAPE ARCHITECT3172317431763178318031843190
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31823
1
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317631723170
S76°32'08"W1502.16' (N.T.S.)(GROUND)3210322032303240323032
4
0
3238323632263222321632123234322832
4
2
32383234S86°37'34"W1131.94' (N.T.S.)(GROUND)20021022023023022021020019023
018019020010220 230190200210220230210220210230ROCK CROSSVANEL6.03FLAT STEPPING STONESBASE STONES PINNED TOBEDROCK. BASE STONES TOBE 6'-LONG, TYPEDGE OF STREAM2'-0" TYP.BANK STABILIZATIONSITE DETAILSAS NOTEDRANGE 9-12" TYP.LENGTHS VARY 3'-4'4L6.032'-0" +/-2'-0"6"4"4"1'-8"NOTCH BEDROCK TO LEVEL ANDSECURE BASE STONES. INSTALL BASESTONES TIGHT TO EDGE OF NOTCHEXISTING BEDROCKRIVER BEDWATER LEVELSTEPPING STONES 3' TO 4' LONGBASE STONES 6' LONG, TYPSTACK BOULDERS DOWNSTREAM TOFORM CASCADING POOLS4"+/- TYP6"6"6"6"3"#7 DWL x 1'-0" @ 18" O.C. - DRILL ANDEPOXY 6" EMBED INTO BEDROCKW/SIMPSON SET XP - EPOXYADHESIVE- FILL DRILL HOLE SOLIDWITH EPOXY AFTER STONE IS SET -USE ACCESS HOLE TO INSERT EPOXY.- FILL ENTIRE HOLE SOLID WITHEPOXY. INSTALL EPOXY IN STRICTACCORDANCE WITH MANUFACURESINSTRUCTIONSEPOXY ACCESS HOLE - 2" ABOVE TOP OF DWFILL VOID SOLID W/ NON-SHRINK GROUT5000#7 DWL x 9" @ 18" O.C. - DRILL ANDEPOXY 3" EMBED INTOSTEPPINGSTONE W/SIMPSON SET XP- EPOXY ADHESIVE- ALLOW EPOXYTO SET- DRILL INTO BASE STONES 6"AND FILL HOLES WITH EPOXY- SETSTEPPING STONES - INSTALL EPOXYIN STRICT ACCORDANCE WITHMANUFACURES INSTRUCTIONSBANK STABILIZATION BEYOND1' TO 2'+, TYP8" -10"TYPROCK CROSS VANE - SECTION ELEVATION AT STEPPER1"=1'46"6"6"NOTCH BEDROCK TO LEVEL ANDSECURE BASE STONES. INSTALL BASSTONES TIGHT TO EDGE OF NOTCHEXISTING BEDROCKRIVER BEDSTACK BOULDERS DOWNSTREAM TOFORM CASCADING POOLSW/SIMPSON SET XP - EPOXYADHESIVE- FILL DRILL HOLE SOLIDWITH EPOXY AFTER STONE IS SET -USE ACCESS HOLE TO INSERT EPOX- FILL ENTIRE HOLE SOLID WITHEPOXY. INSTALL EPOXY IN STRICTACCORDANCE WITH MANUFACURESINSTRUCTIONS2'-0"4"1'-8"EMBED BASE STONE INRIVERBANK AT EDGE OFSTREAMEMBED BASE STONE INRIVERBANK AT EDGE OFSTREAMSTACK BOULDERSDOWNSTREAM TO FORMCASCADING POOLS18'+/-07.22.2020
PRELIMINARY: NOT FOR CONSTRUCTIONTHIS DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT ASEALED SET OF CONSTRUCTION DOCUMENTS.COPYRIGHT, STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.ALL RIGHTS RESERVED. NO REPRODUCTION, IN WHOLE OR IN PART, ISPERMITTED WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM STEPHENSTIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.LANDSCAPE ARCHITECTSTIMSONSTUDIO.COMPERMITTINGSAPPHIRE FARMDATE07.31.2020DRAWN BYSK/MVREVIEWED BYSTIMSONSCALE SAPPHIRE NC 28774STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.288 NORFOLK STREETCAMBRIDGE, MA 02139T 617 876 89602 MOUNTAIN ROADPRINCETON, MA 01541T 978 464 520087654321ISSUEDATEDESCRIPTIONSTONE EDGE AT RIVERBANK1/2" = 1'1L6.04SITE DETAILSAS NOTED2'-0"6' +-1'-6" +-48'-0"APPROXIMATEEXISTING GRADEWEATHERED STONEAPPROVED BY CLIENTFREE DRAININGCRUSHED STONEDENSE GRADEDCRUSHED STONE BASE1'-6" +-APPROXIMATEEXISTING RIVER EDGE1'-6"18030' +/-
18' +-130' +/-3174317631723178318031843190 90' +/-1
L6.04STONE EDGE - PLAN ENLARGEMENT1/8" = 1'2ESTIMATED LOCATION OFWATERFALL TRIBUTARYWATERFALLTRIBUTARY PER GPS07.22.2020PROPOSED COVEEXISTING EDGE OF RIVER
PRELIMINARY: NOT FOR CONSTRUCTIONTHIS DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT ASEALED SET OF CONSTRUCTION DOCUMENTS.COPYRIGHT, STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.ALL RIGHTS RESERVED. NO REPRODUCTION, IN WHOLE OR IN PART, ISPERMITTED WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM STEPHENSTIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.LANDSCAPE ARCHITECTSTIMSONSTUDIO.COMPERMITTINGSAPPHIRE FARMDATE07.31.2020DRAWN BYSK/MVREVIEWED BYSTIMSONSCALE SAPPHIRE NC 28774STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.288 NORFOLK STREETCAMBRIDGE, MA 02139T 617 876 89602 MOUNTAIN ROADPRINCETON, MA 01541T 978 464 520087654321ISSUEDATEDESCRIPTIONTIMBER BRIDGE ON STACKED STONE FOOTING - CROSS SECTION 1"=1'-0"34"4"3"
11
2"
10"6"3" WHITE OAKPLANKS.RANDOMWIDTH 5"-10"W/ 12" GAPBTWN4"x4" WHITE OAK RAIL1 12" SPACER3" x3" x1 12"36" O.C. MAX112"6"6"8'-0"6"EQEQ8'-11"DRILL 34" STEELROD THROUGHTIMBERINTO BOULDERFLAT THRESHOLDSTONES12"-15" THICKEX. GRADEFGSET BOULDERSIN TO SUPPORTBRIDGE ATEACH ENDFREEDRAININGGRAVEL10"3"VARIES
VARIES12"30" MAX TB 172.5TB 172.524'-0"2'-2"2'-8"FG13"13"EXISTING GRADE STREAMBED4"X4" WHITEOAK RAILTIMBER BRIDGE ON STACKED STONE FOOTING - SECTION 1"=1'-0"1TIMBER BRIDGE ON STACKED STONE FOOTING - PLAN 1"=1'-0"2CONTEXT PLANNTS4THOMPSON RIVER
HOMPSON RIVERUNNAMED TRIBUTARY TO THOMPSON RIVER
THOMPSON RIVER3172317431763178318031843190
31
8
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31823
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317631723170 GRAVEL ROAD 9' +/-THOMPSON RIVER 18' +/-TOP OF RIVER BANK +/-(EDGE OF TOPO LIMITS)TOP OF RIVER BANK +/-(EDGE OF TOPO LIMITS)FLOWFLOWS76°32'08"W1502.16' (N.T.S
.)N.C.G.S. MON. " CAMP BUC " FB4166N 510,250.44'E 799,532.35'ELEV. 3186.0'COMBINED FACTOR : 0.99972906( NAD 83 2007 )(BENCHMARK)NAIL SET (FLUSH)N 509,900.68'E 798,071.47'ELEV. 3189.2'(NAD83 2007)(GROUND)18019020019017
0
18
0
19
0
20
01701801900210TIMBER BRIDGE ONSTACKED STONEFOOTINGL6.05172.5WHITE OAK DECKING4"X4" WHITE OAK RAIL6"X10" WHITE OAK TIMBERFLAT STONE THRESHOLDFLAT STONE ABUTMENT1'-4", TYP10", TYP3'-11
2"3'-11
2"℄℄℄172.58'-0"7'-1"3L6.041L6.04SITE DETAILSAS NOTED
INV 170TW175++TW176.17+TW176.17174179171172173174175182181179180178177175174171172173175176172171170169168173177176181180179178177174175175176174178166170173172171+WL170170169168168169168171172173170173172178176174173175164166168PROPOSED CU
LVERT
1"=10'1L6.07PRELIMINARY: NOT FOR CONSTRUCTIONTHIS DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT ASEALED SET OF CONSTRUCTION DOCUMENTS.COPYRIGHT, STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.ALL RIGHTS RESERVED. NO REPRODUCTION, IN WHOLE OR IN PART, ISPERMITTED WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM STEPHENSTIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.LANDSCAPE ARCHITECTSTIMSONSTUDIO.COMPERMITTINGSAPPHIRE FARMDATE07.31.2020DRAWN BYSK/MVREVIEWED BYSTIMSONSCALE SAPPHIRE NC 28774STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.288 NORFOLK STREETCAMBRIDGE, MA 02139T 617 876 89602 MOUNTAIN ROADPRINCETON, MA 01541T 978 464 520087654321ISSUEDATEDESCRIPTIONNLAKE OUTFALLSTRUCTUREWITH TIMBERBRIDGE1L6.072L6.07WEIR WALLEXISTINGWATERLINEEXISTINGWETLANDUPLAND MEADOWLAKE EDGE PLANTINGLAWNPLUNGE POOLEXPANDED LAKELAWNLAKE EDGE PLANTINGUPLAND MEADOWLAKE OUTFALLSITE PLANL6.06TRIBUTARY TO THOMPSON RIVER15'10'5'02L6.073L6.07
OUTFALL - SECTION 1 1/2"=1'-0"1AS NOTED10"
1'-6"15'-4"3'-6"9"3'-6"2"212"1'-0"
6"1'-6"3'-7"177.01'-0"6"STONE THRESHOLD6"x10" TIMBERSCONCSTRUCTURE.SEESTRUCTURALFOR SIZINGANDREINFORCEMENTSTONE VENEER ONCONC. STRUCTURESTRUCTURAL FILLCONC. FOOTING177176175174173172171170169168167166165164163162177176175174173172171170169168167166165164163162TW 174.43TW 174.93TW 174.936"9"6"3'-7"TW174.21TW174.71177TW 176.17TW 176.17177177WL 170WL 174.5174.5TW174.71TW175TW17515'-4"3'-6"16'-10"5'-0"BW171.5TW176.17TW176.17176175174173176175174173PRELIMINARY: NOT FOR CONSTRUCTIONTHIS DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT ASEALED SET OF CONSTRUCTION DOCUMENTS.COPYRIGHT, STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.ALL RIGHTS RESERVED. NO REPRODUCTION, IN WHOLE OR IN PART, ISPERMITTED WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM STEPHENSTIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.LANDSCAPE ARCHITECTSTIMSONSTUDIO.COMPERMITTINGSAPPHIRE FARMDATE07.31.2020DRAWN BYSK/MVREVIEWED BYSTIMSONSCALE SAPPHIRE NC 28774STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.288 NORFOLK STREETCAMBRIDGE, MA 02139T 617 876 89602 MOUNTAIN ROADPRINCETON, MA 01541T 978 464 520087654321ISSUEDATEDESCRIPTIONNOUTFALL - PLAN 1/2"=1'-0"1SITE SECTIONSL6.07177176175174173172171170169168167166165164163162STRUCTURAL FILLTW176.17TW176.17TW174.99TW174.99TW174.496"6"6"16'-4"1'-6"STONE CAPCONC STRUCTURE,SEE STRUCTURAL FOSIZING ANDREINFORCEMENTSTONE VENEER6"6"177176175174173172171170169168167166165164163162WL174.5TW176.17TW176.17STONE CAPCONC STRUCTURE,SEE STRUCTURAL FORSIZING ANDREINFORCEMENTSTONE VENEEROUTFALL - SECTION 2 1/2"=1'-0"2OUTFALL - SECTION 3 1/2"=1'-0"3
OUTFALL - CROSS SECTION 1/2"=1'-0"1BERM AND RETAINING WALL SOUTH OF OUTFALL1/2"=1'2AS NOTEDWL1705'-0"WL174.5TW176.17TW174.71TW176.176"2"3'-6"11"12" MIN2'-0"2'-0"TW174.54'-3"TW175STRUCTURAL FILL6"x10" WOOD BEAMSHANDRAILWALL BEYONDPLUNGE POOLCONCRETE WEIRWALL WITH STONEVENEER. SEESTRUCTURAL FORSIZING ANDREINFORCEMENTSTEEL RODCONC STRUCTURE. SEESTRUCTURAL FOR SIXINGAND REINFORCEMENT177177176176175175174174173173172172171171170170169169168168167167166166165165164164163163TW174.21TW1701'-3"
6"6"10"1"12"1"12"STONE VENEER, TYP.6"6" MIN12" MINSST MASONRY TIES, TYP.CMU LEDGE AS REQUIRED, FULLY GROUT1012"1012"3'-0"1'-0"1'-6"5'-0"1'-6"176.45WL174.5176.45CONCRETE RETAININGWALL WITH STONEVENEER. SEESTRUCTURAL FORSIZING ANDREINFORCEMENTWALL BEYONDCONCRETE FOOTING1771771761761751751741741731731721721711711701701691691681681671671661661651651641641'-2"1'-0"1'-0"1'-0"STONE VENEER6" MIN1"12"TW176.17SST MASONRY TIES, TYP.PRELIMINARY: NOT FOR CONSTRUCTIONTHIS DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT ASEALED SET OF CONSTRUCTION DOCUMENTS.COPYRIGHT, STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.ALL RIGHTS RESERVED. NO REPRODUCTION, IN WHOLE OR IN PART, ISPERMITTED WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM STEPHENSTIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.LANDSCAPE ARCHITECTSTIMSONSTUDIO.COMPERMITTINGSAPPHIRE FARMDATE07.31.2020DRAWN BYSK/MVREVIEWED BYSTIMSONSCALE SAPPHIRE NC 28774STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.288 NORFOLK STREETCAMBRIDGE, MA 02139T 617 876 89602 MOUNTAIN ROADPRINCETON, MA 01541T 978 464 520087654321ISSUEDATEDESCRIPTIONNSITE SECTIONSL6.08
PRELIMINARY: NOT FOR CONSTRUCTIONTHIS DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT ASEALED SET OF CONSTRUCTION DOCUMENTS.COPYRIGHT, STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.ALL RIGHTS RESERVED. NO REPRODUCTION, IN WHOLE OR IN PART, ISPERMITTED WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM STEPHENSTIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.LANDSCAPE ARCHITECTSTIMSONSTUDIO.COMPERMITTINGSAPPHIRE FARMDATE07.31.2020DRAWN BYSK/MVREVIEWED BYSTIMSONSCALE SAPPHIRE NC 28774STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.288 NORFOLK STREETCAMBRIDGE, MA 02139T 617 876 89602 MOUNTAIN ROADPRINCETON, MA 01541T 978 464 520087654321ISSUEDATEDESCRIPTION PLUNGE POOL BRIDGE - CROSS SECTION 1/2"=1'-0"1PLUNGE POOL BRIDGE - SECTION 1/2"=1'-0"2PLUNGE POOL BRIDGE - PLAN 1/2"=1'-0"42'-8"4'-0"
1'-0"6"4"6"
2'-6"1'-0"
6"2'-8"1'-0"10"6"10"6"TB 184.5TW 182.5TW 182.5TW 182.56" x 6" WHITE OAK TIMBERS34" DIA GALV. THREADED RODW/ 14" GALV. WASHER SPACERS.LOCK NUT BOTH ENDS6"4"3'-6"3'-812"TW 1847'-1012"CONCRETE STRUCTUREWITH STONE VENEER. SEESTRUCTURAL FORCONCRETE SIZING ANDREINFORCEMENT183184184183182181180179178 BW 177182.5178179180181182183184PLUNGE POOL BRIDGE - CONTEXT MAPNTS3EXISTING WATER LINEEXISTINGCART ROADEXISTING LAKEDRAIN BOXUNNAMED TRIBUTARY TO THOMPSON RIVERN.C.G.S. MON. " CAMP BUC " FB4166N 510,250.44'E 799,532.35'ELEV. 3186.0'COMBINED FACTOR : 0.99972906( NAD 83 2007 )(BENCHMARK)LAKE PICKENS3174.5'ZIP LINETOWER319031883186318531833181318031783
1
7
6
31
7
5
31743175317431753177317931803182318431853187318931903176317831803181318331853186318831903192TOP OF DAM3195
31903185318
5
31
8
3
3187
3180EXISTING PONDFOOT BRIDGECROSS TIE WALLPOND DRAIN BOXGRAVEL PATH32123215322032253230323532403245321832233228323232383242324731953198320032033205320832103196320132033202321032133215321832203223322532283230323532403245TTTTTTTT-POST(TYP.)WT.S.)D)AMP BUC " FB4166,250.44',532.35'. 3186.0'CTOR : 0.99972906 83 2007 )CHMARK)EXISTING SOIL ROAD(WIDTH VARIES)190
1701
9
0
2
0
0
2
1
0
2
2
0
2
3
0
190200210220L6.09SITE DETAILSAS NOTED2L6.071L6.0718'-0"TB 184.51'-6"6"6"6"6"6"182.56"4"4"3'-6"FG4'-0"STONETHRESHOLDCONCRETE STRUCTUREWITH STONE VENEER. SEESTRUCTURAL FORCONCRETE SIZING ANDREINFORCEMENTTIMBER BRIDGE+184.5+184.5TW 184184183PROPOSEDENHANCEDPLUNGEPOOLPROPOSEDENHANCEDPLUNGE POOLCROSSING, SEEDTL.TW 184
PRELIMINARY: NOT FOR CONSTRUCTIONTHIS DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT ASEALED SET OF CONSTRUCTION DOCUMENTS.COPYRIGHT, STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.ALL RIGHTS RESERVED. NO REPRODUCTION, IN WHOLE OR IN PART, ISPERMITTED WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM STEPHENSTIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.LANDSCAPE ARCHITECTSTIMSONSTUDIO.COMPERMITTINGSAPPHIRE FARMDATE07.31.2020DRAWN BYSK/MVREVIEWED BYSTIMSONSCALE SAPPHIRE NC 28774STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.288 NORFOLK STREETCAMBRIDGE, MA 02139T 617 876 89602 MOUNTAIN ROADPRINCETON, MA 01541T 978 464 520087654321ISSUEDATEDESCRIPTIONCART BRIDGE AT WETLAND - SECTION 1/2"=1'-0"2EXISTINGGRAVELDRIVEWAYEXISTING LAKEDRAIN BOXTHOMPSON RIVER
TARY TO THOMPSON RI
VERE
SEPTIC DRAIN FIELDBW190BW181BW191TW185191.5DI184.3TW 194.5191.9191.45nN.C.G.S. MON." CAMP BUC " " AZ MK "N 509,964.56'E 799,882.28'( NAD 83 2007 )NG BASELINE)451.99'3175317431753174317231703
1
6
8
31663165316331613160315831563
1
7
3 31773178AM3169
3170
3172
317
5
31
7
8
3180
3183
3185
3188319031863185318331813178317631753175317431753177317931803
1
8
2
3
1
8
4
318
531833181
3178GRAVEL ROA(TYP.)OLD "LUSK" CABIN12" CPPI.E. 3177.0'B41662906 OFAR.82'.37'41.0'007)(GEXISTING SOIL ROAD(WIDTH VARIES)31923190318631853184N/S IN STUMPN 509,874.17'E 800,182.19'ELEV: 3192.0'NAD 83 (2007)(BENCHMARK)WWATERSPIGOTGRAVEL ROAD 12'
+
/
-N.C.G.S. MON." CAMP BUC " " AZ MK "N 509,964.56'E 799,882.28'ELEV: 3172.1'( NAD 83 2007 )S73°14'10"E313.12'(N.T.S.)(TIE LINE)CART BRIDGE AT WETLAND - PARTIAL PLAN 1/2"=1'-0"3CART BRIDGE AT WETLAND - CONTEXT PLANNTS4CART BRIDGE AT WETLAND - SECTION 1/2"=1'-0"11L6.082L6.08L6.10SITE DETAILSAS NOTEDCARTBRIDGE ATWETLANDFGVARIES, 6" MIN.2"6"36" MINDRILL 34" STEELROD THROUGHTIMBERINTO BOULDERFLAT THRESHOLDSTONES12"-15" THICKEXISTINGGRADESET BOULDERSIN TO SUPPORTBRIDGE ATEACH ENDFREEDRAININGGRAVEL2" THK WHITE OAKOR BLACK LOCUSTPLANKS, RANDOMWIDTH 5"-10"W/ 12" GAP BTWN.4" X 6"OAK BEAMSEXISTINGGRADE6" x 6" BLACKLOCUSTNATIVE RIVER ROCKGEOTEXTILE10'-0" TYPBANK FULL 6' +/- TYPTB 163TB 163112"4"8'-0"2"6"6"4"112"4" x 4" x1 12" WOOD SEVERY 48" O.C.4"x6" OAK BEAMS36" MIN.38" x 5" x12" GALV. ST12" DIA CARRIAGE THRW/ WASHER6" x 6" BLACK LOCUS10' APART, UNLESS N3"VARIES; 6" MIN.3 34"- 1" NATIVE RIVERGEOTEXTILE18"AUGER HOLE3"6"2" THK WHITE OAK OPLANKS, RANDOM WIGAP BTWN.