176 Turkey Hill Road- Construction SetGRAVEL
DRIVE
DIRT PATHSHED430
440
450
450
460460
42045144043046045044046
0
460
450440410400460450440430420410Perc 1Perc 2HILLTURKEY
ROADTrunk L
ine1612-21"CanadianHemlock1630-26"Red Oak1661-22.50"Red Oak1663-20.00" RemoveWhite Pine1641-20"Red Oak1662-22.50"White Pine1638-26.50"STRUCTURAL ISSUES1639-20.50"White Pine1637-25"White Pine1632-20"White Pine1631-26"White Pine1664-24"White Pine1629-13"Red Oak1633-12.5"Paper Birch1634-18.5"Hemlock1636-15.5"White Oak1635-11.5"Paper Birch1640-20"Hemlock1628-12.5"Hemlock1627-9.5"Hemlock1626-12"Hemlock1625-16.5"Hemlock1624-13.5"Hemlock1623-17"Hemlock1622-14"Hemlock1620-11"Hemlock1621-10"Hemlock1619-14"Hemlock1617-12.5"Hemlock1618-11"Paper Birch1616-16"Hemlock1615-11"SweetBirch1613-11"RedMaple1609-15"Hemlock1610-16"Hemlock1611-24"Sweet Birch1608-10"Hemlock1607-10"Hemlock1606-11"Hemlock1605-15"Hemlock1604-15"Hemlock1603-14.5"Sweet Birch1602-15.5"Hemlock1601-18"Hemlock1666-22"Red Oak1667-21"White PineF1
F5
HW
20
HW
19
HW
18
HW
17
HW
16
HW
15
HW14
HW13
HW10HW12
HW11F2
F4
HW9
HW8
HW6
HW5
HW4
HW3
HW2
HW1
HW21HW23HW22HW24HW27HW28 HW29
2F5
2F62F72F82F92F102F112F122F13 2F14 2F15 2F16HW30HW31HW32 HW33HW34HW35HW36
2F4
2F3
2F2
2F1
G14
G13
G12
G11
G10
G8
G7
G6
G5
G4
G3
G2
G1
2HW1
2HW2
2HW3
2HW4
HW7
G9
F3
WETLANDBUFFER50-100'INNER 100' of 200
'RIVERFRONT AREAOUTER 100' of 200
'RIVERFRONT AREAWETLANDBUFFER 0-50'NORTHAMPTON SC
ZONE
(SPEC
IAL
CONSERVANCY
ZONE
)NORTHAMPTON RR
ZONERURAL RE
S
IDENT
IAL
ZONE
)12" CCP10" PVC464OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW20' Side Setback40'
Fron
t
Se
tback
40'
F
ront
Se
tback
20' Side SetbackN 86°55'07" E 209.38'N 69°16
'43"
E
98
.95
'N 78°04'25" E
156.35'N 67°46
'51
"
E
120
.07
'N 71°23
'07"
E
26
.87
'N 08°47'23" W 522.43'0'20'10'SCALE 1"=20'-0" EXISTING SHEDNORTHAMPTON Lot SizeLot Depth Lot FrontageEx Front SetbackEx Rear SetbackEx Side SetbacksEx Building HeightOpen Space1,756,866 SF (40.3 acres)1,093 LF611.62 LF385 LF692 LF344LF, 217LF2 Stories99.4%EXISTING PARCELMATCH LINE LC112MATCH LINE LC112PROPERTY LINEPROPERTY LINE100' WETLAND
BUFFER50' WETLAND
BUFFEREXISTING UTILITY POLEEXISTING UTILITY POLEPROPERTY LINEEXISTING UTILITY POLEEXISTING ASPHALT ROADEXISTING GRAVEL DRIVEWAYEXISTING SIGNIFICANT TREE WITHINRIGHT OF WAYEXISTING RIP RAP SWALEEXISTING PIPE AND CULVERTUNDER DRIVEWAYEXISTING MULCH AND NEEDLESUNDERSTORYPERC TEST PIT FOR FUTURE SEPTICPERC TEST LOCATION #1PERC TEST PIT FOR FUTURE SEPTICPERC TEST LOCATION #2RR ZoneNORTHAMPTON ZONINGRR (RURAL RESIDENTIAL Zone)Min Lot SizeMin DepthMin Lot FrontageMin Front SetbackMin Rear SetbackMin Side SetbacksMax HeightMin Open SpaceREG80,000 SF200 LF175 LF40 LF50 LF20 LF35 LF80%SC ZoneNORTHAMPTON ZONINGSC(Special Conservancy Zone)Min Lot SizeMin DepthMin Lot FrontageMin Front SetbackMin Rear SetbackMin Side SetbacksMax HeightMin Open SpaceREG80,000 SF80 LF75 LF10 LF20 LF15 LF35 LF50%EXISTING PIPE AND CULVERTUNDER DRIVEWAYNotes1. The Topographic Survey Depicted Hereon Was Obtained By A Field Survey From June toNovember, 2020 By The Berkshire Design Group, Inc.2. The Property Lines Shown Hereon Were Provided to the Berkshire Desing Group by H. L.Eaton & Associates in "Plan of Land in Northampton, Massachusetts prepared for David H.McClaflin Irrevocable Trust" by Harold L. Eaton and Associates, dated June 10, 2020.3. The Basis Of Bearings, Azimuths, And The North Arrow Shown Hereon Is The MassachusettsState Plane Coordinate System (NAD83). The Basis Of The Elevations Depicted Hereon Is A GridSeparation Calculation Based On Geoid12B Resulting In NAVD88.Date:Drawn By:KRA Project #:Scale:6/11/21RL/ GPH (BDG)TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 01062Rev. No.DescriptionDateWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringBerkshireGroupDesignLand Surveying1EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:KRA Project #:Scale:PERMIT SETJUNE 11, 2021 1 DESIGN DEVELOPMENT SET 4/16/21SITE CONSTRUCTION 2 PERMIT SET 6/11/21LC 111EXISTING CONDITIONS(Sheet 1 of 2)
1-1/2ST WDFRAMESHEDSHEDSHEDGRAVEL
DRIVEWell
Bordering Vegetated Wetland4604704
6
0
4
5
0
4
4
0
43042041046
0
450 Perc 2CanadianHemlock1651-20.50"REMOVERed Maple1646-22"SugarMaple1661-22.50"Red Oak1645-27.50" RemoveWhite Pine1642-34"1653-22.5"White Pine1659-21"White Pine1658-21"Black Oak1660-21.00"Red Maple1654-21"White Pine1655- 20" RemoveWhite Pine16"14"1644-17"Red Oak1643-17"White Oak1656-22"Red Oak1657-17.5"Hemlock1614-11.5"White Pine1652-17.5"Hemlock1647-10"Sassafras1648-8.5"PaperBirch1650-15.5"Hemlock1649-16"Hemlock1613-11"RedMaple1666-22"Red OakWETL
A
N
D
BUF
F
E
R
50-1
0
0'
B
29
A35 B18
WETL
A
N
D
BUF
F
E
R
0'-
5
0'
B14 B15 B16 B17 B19B20 B21 B22 B23 B24
B25
B26
B27
B28
B31
B32
B33
B38
B39
B42
B46
B52
B57
B43
B53
A5
A6
A7
A8
A10
A12
A11
C4
C1
C11
C6
C5
A1
A2
C2
C3
B37
B35
B34
A14
A15
A16
A33A40A48A49
D23
D22
D21
D6
D7
A19
A18
D4
D2
D1 D30
D25
D24
D27
D29
B47
B48
B51
B50
B54
B55
B56
D5
D8
D9
D10
D11D12 D13D14 D15 D16 D17
D18
D19
D20
A34A36A37A39A47A32A31A30A29A28 A27A26A25A24
A23
A22
A21
A20
C7C8
C9
C10
A4
A3
B44
B45
B41
B40
B36
B58
PROPERTY LIN
E
A50
B30
4"Deciduous3"Deciduous46246546746846746746445910" PVC467464OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW
WETLANDBUFFER50-100
'
WETLANDBUFFER 0
'
-50
'20' Side SetbackS 07°06'16" E 1155.40'N 08°47'23" W 522.43'MATCH LINE LC111MATCH LINE LC111100' WETLAND BUFFER50' WETLAND BUFFER100' WETLAND BUFFER50' WETLAND BUFFERPROPERTY LINEPROPERTY LINEEXISTING SHEDEXISTING HOUSEEXISTING RIP RAP AND COLLAPSED PIPEEXISTING OVERHEAD ELECTRIC SERVICENotes1. The Topographic Survey Depicted Hereon Was Obtained By A Field Survey From June toNovember, 2020 By The Berkshire Design Group, Inc.2. The Property Lines Shown Hereon Were Provided to the Berkshire Desing Group by H. L.Eaton & Associates in "Plan of Land in Northampton, Massachusetts prepared for David H.McClaflin Irrevocable Trust" by Harold L. Eaton and Associates, dated June 10, 2020.3. The Basis Of Bearings, Azimuths, And The North Arrow Shown Hereon Is The MassachusettsState Plane Coordinate System (NAD83). The Basis Of The Elevations Depicted Hereon Is A GridSeparation Calculation Based On Geoid12B Resulting In NAVD88.0'20'10'SCALE 1"=20'-0" Date:Drawn By:KRA Project #:Scale:6/11/21RL/ GPH (BDG)TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 01062Rev. No.DescriptionDateWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringBerkshireGroupDesignLand Surveying1EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:KRA Project #:Scale:PERMIT SETJUNE 11, 2021 1 DESIGN DEVELOPMENT SET 4/16/21SITE CONSTRUCTION 2 PERMIT SET 6/11/21LC 112EXISTING CONDITIONS(Sheet 2 of 2)
GRAVEL
DIRT PATHSHED430
440
450
450
460460
42045144043046045044046
0
460
450440410400460450440430420410Perc 1Perc 2HILLTURKEY
ROADTrunk L
ine1612-21"CanadianHemlock1630-26"Red Oak1661-22.50"Red Oak1663-20.00" RemoveWhite Pine1641-20"Red Oak1662-22.50"White Pine1638-26.50"STRUCTURAL ISSUES1639-20.50"White Pine1637-25"White Pine1632-20"White Pine1631-26"White Pine1664-24"White Pine1629-13"Red Oak1633-12.5"Paper Birch1634-18.5"Hemlock1636-15.5"White Oak1635-11.5"Paper Birch1640-20"Hemlock1628-12.5"Hemlock1627-9.5"Hemlock1626-12"Hemlock1625-16.5"Hemlock1624-13.5"Hemlock1623-17"Hemlock1622-14"Hemlock1620-11"Hemlock1621-10"Hemlock1619-14"Hemlock1617-12.5"Hemlock1618-11"Paper Birch1616-16"Hemlock1615-11"SweetBirch1613-11"Red1609-15"Hemlock1610-16"Hemlock1611-24"Sweet Birch1608-10"Hemlock1607-10"Hemlock1606-11"Hemlock1605-15"Hemlock1604-15"Hemlock1603-14.5"Sweet Birch1602-15.5"Hemlock1601-18"Hemlock1666-22"Red Oak1667-21"White PineF1
F5
HW20 HW19 HW18 HW17 HW
16
HW
15
HW14
HW13
HW10HW12
HW11F2
F4
HW9
HW8
HW6
HW5
HW4
HW3
HW2
HW1
HW21HW23HW22HW24HW27HW28 HW292F52F62F72F82F92F10HW302F42F32F2
2F1
G14
G13
G12
G11
G10
G8
G7
G6
G5
G4
G3
G2
G1
2HW1
2HW2
2HW3
2HW4
HW7
G9
F3INNER 100' of 200'RIVERFRONT AREAOUTER 100' of 200'RIVERFRONT AREANORTHAMPTON SC ZONE(SPECIAL CONSERVANCY ZONE
)NORTHAMPTON RR ZONERURAL RESIDENTIAL ZONE
)12" CCP10" PVC464OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW40' Front Setback
40' F
ron
t
Setback20' Side SetbackN 86°55'07" E 209.38'N 69°16'43" E 98.95'N 78°04'25"
E
156.35'N 67
°46
'51"
E
120
.07
'N 71°23
'07"
E
26
.87
'MATCH LINE LC122MATCH LINE LC122EXISTING DEGRADED GRAVEL DRIVEWAYTO REMOVEPROPERTY LINEPROPERTY LINEPROPERTY L
INEEXISTING DAMAGED CONCRETE PIPE TOREMOVE & REPLACEEXISTING UTILITYPOLES IN DRIVEWAYTO REMAIN (TYPICAL)COORDINATE SERVICEWITH UTILITYCOMPANYEXISTING RIPRAP SWALE TO MODIFY WITH DRIVEWAY REDEVELOPMENTAND STORMWATER MANAGEMENTEXISTING SHED AND TREES TO REMAINSEPTIC PERCOLATION TEST LOCATION 115' x 50' MIN GRAVEL TRACKING PAD FLARE TO WIDTH OF EXISTING DRIVE100' WETLAND BUFFER50' WETLAND BUFFEREXISTING DAMAGED 10 "PVC PIPE TO REMOVE & REPLACEPROPERTY LINELIMIT OFWORK LINELIM
I
T
O
F
W
O
R
K
L
IN
E PROTECT EXISTING TREE TO REMAINPROVIDE TREE PROTECTION FENCING AND HAND DIG WITHIN THEDRIPLINE WITHIN THE TREE CANOPYAIR SPADING IS REQUIRED PRIOR TO ANY EXCAVATION DONE BY HAND ORMECHANICAL MEANS.LIMIT OF WORKLINELIM
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PROTECT EXISTING TREE TO REMAINPROVIDE TREE PROTECTION SNOWFENCING PER ARBORISTRECOMMENDATIONS BETWEEN TREE ANDLIMIT OF WORKLIMIT OF
WORK LINE REMOVE TREES # 1601- 18" HEMLOCK1602-15.5" HEMLOCK, PER ARBORIST RECOMMENDATIONSLEAVE TRUNKS AND ROOTS IN PLACE TO STABILIZE SLOPEREMOVE TREE # 1604- 15" HEMLOCK PER ARBORIST RECOMMENDATIONSPROTECT ADJACENT SWEET BIRCH PRIOR TO REMOVALLEAVE TRUNKS AND ROOTS IN PLACE TO STABILIZE SLOPETREE PROTECTION FENCINGSNOW FENCING PER ARBORIST RECOMMENDATIONSTREE # 1663-20" WHITE PINEREMOVE PER ARBORIST RECOMMENDATIONSTREE # 1667-21" WHITE PINEREMOVE PER ARBORIST RECOMMENDATIONSDEMO EXISTING TREE # 1662, 22.5" WHITE PINEPROTECT EXISTINGTREE TO REMAINPROVIDE SNOWFENCING PERARBORISTRECOMMENDATIONSRemove smaller treeswithin drip line perarboristrecommendationsREMOVE TREES # 1607, 10" HEMLOCK TREE IS DEAD PER ARBORIST REVIEWLEAVE TRUNKS AND ROOTS IN PLACETO STABILIZE SLOPEREMOVE EXISTING TREE #1608, 10" HEMLOCKMOSTLY DEAD PER ARBORIST REVIEWLEAVE TRUNKS AND ROOTS IN PLACE TO STABILIZE SLOPEREMOVE EXISTING DEAD TREES # 1609-15" HEMLOCK and #1610- 16"HEMLOCK PER ARBORIST RECOMMENDATIONSLEAVE TRUNKS AND ROOTS IN PLACE TO STABILIZE SLOPETREE ID 1612HEMLOCK21"CALIPERTREE ID 1653WHITE PINE22.5" CALIPERTREE ID 1654WHITE PINE21"CALIPERTREE ID 1659WHITE PINE21" CALIPERTREE ID 1662WHITE PINE22.5"CALIPER* NOTE: TREE REMOVAL FOR DEVELOPMENT IS TOPROVIDE SOLAR ACCESS TO BUILDING ROOF,PROVIDE SPACE FOR SUBSURFACE STORAGE OFUTILITIES AND STORMWATER MANAGEMENTTOTAL CALIPER OF NORTHAMPTON TREES REMOVED=108" CALIPERTHEREFORE REPLACEMENT TREE CALIPER ORMONETARY EQUIVALENT = 54" CALIPERSUMMARY OF NORTHAMPTONSIGNIFICANT TREES(20" CALIPER OR GREATER) TO REMOVE DUETO CONSTRUCTIONEXISTING DAMAGED CONCRETE PIPE TOREMOVE & REPLACELOCKABLE FARM GATECLEAR AND GRUB AREASWITHIN THE LIMIT OF WORKFOR UPLAND PLATEAU AREAWORK WITHIN EXISTINGTREES TO REMAIN TO BE DONEBY HANDREMOVE TREE #1627-9.5" HEMLOCKand TREE #1628- 12.5" HEMLOCKPER ARBORIST RECOMMENDATIONSLEAVE TRUNKS AND ROOTS IN PLACETO STABILIZE SLOPEDEMOLITION AND EROSION CONTROLNOTESLIMIT OFWORKLINEEROSION CONTROL BARRIERSILT SOXTREE ID 1645WHITE PINE27.5"CALIPERTREE ID 1651RED MAPLE20.5"CALIPERTREE ID 1655WHITE PINE20" CALIPERTREE ID 1663WHITE PINE20" CALIPERTREE ID 1667WHITE PINE21"CALIPERNORTHAMPTON SIGNFICANT TREES GRANTEDREPLACEMENT WAIVER BY PLANNING BOARDDUE TO ARBORISTS ASSESSMENT OF POORHEALTH OF TREEREMOVE EXISTING TREE-1612-21" HEMLOCKDUE TO GRADINGREMOVE EXISTING TREE-1613-11" RED MAPLEDUE TO GRADINGREMOVE TREES#1616-16"HEMLOCK due tograding in drip lineREMOVE TREES#1615-11"SWEET BIRCHdue to grading in drip lineTOTAL CALIPER OF NORTHAMPTON TREES GRANTEDWAIVER BY PLANNING BOARD DUE TO ARBORISTASESSSMENT =109" CALIPERAPPROXIMATE LOCATION OF LARGE BOULDER TO REMAIN ON SITEAPPROXIMATE LOCATION OF LARGE BOULDER TO REMAIN ON SITEREUSE EXISTING BOULDERS ON SITEREMOVE TREE # 162913" Red Oak for newBioretention BasinREMOVE TREE #1628- 12" HEMLOCKDUE TO GRADING IN DRIP LINEPROTECT EXISTING SWEET BIRCH TREE1. Prior to any site clearing, the contractor to stake the limit of work like and put in place treeprotection fencing for any trees to remain and provide erosion control barriers as shown onthe plans.2. Prior to any site clearning, the contractor shall schedule a site visit with Northampton DPW,the Tree Warden, the Conservation Commission Agent and the Landscape Architect to reviewthe limit of work line and tree protection fencing prior to proceeding with the proposed scopeof work.3. The Contractor shall be responsible for a thorough site examination to determine theextent of demolition necessary to prepare the site for construction and shall verify all items tobe demolished or salvaged with the Landscape Architect prior to beginning work.4. Care shall be taken not to damage any items designated to remain; repair or replacementof damaged items designated to remain shall be at the Contractors' expense.5. Disposal of property designated to be removed shall be at the direction of the LandscapeArchitect or Owner, and shall conform to all applicable laws and regulations. All salvagablematerial shall be delivered by the Contractor to storage areas designated by the LandscapeArchitect. Contractor shall remove all existing unsuitable materials from6. The Contractor shall protect existing trees to remain with 2"x 4"x 6'-0" stakes and snowfencing, unless otherwise noted. Prior to removing trees, Contractor to notify LandscapeArchitect within 14 days for review of all trees to remain and be removed.7. All topsoil shall be stripped from grass areas to be removed and stockpiled in an areadesignated by the Owner. The Contractor is responsible for all topsoil as needed to meet thespecifications.8. The Contractor may use temporary fencing to control the site during construction. Prior tothe finalization of the project, the Contractor shall remove all temporary fencing andbarricades.9. The locations of existing underground utilities are shown in an approximate way only basedon available data and all utilities may not be shown. Prior to construction, the contractor shallcontact Dig Safe at 1-800-322-4844 to request utilities to be marked on the ground. Thecontractor shall be responsible for determining the exact location of all existing utilities beforecommencing work. The contractor agrees to be fully responsible for any and all damageswhich might be occasioned by his/her failure to exactly locate and preserve any and allutilities.10. All boundary monuments shall be protected and/or preserved during demolition andconstruction. Should any boundary monument be destroyed and/or altered as a result ofdemolition and construction, it shall be the responsibility of the party incurring the damage toobtain the services of a professional land surveyor to replace and reset said monument.LIMIT OF SITE GRADINGLIMIT OF SITE GRADINGLIMIT OF SITE GRADINGLIMIT OF GRADINGTEMPORARY LIMITOF WORK LINEEXISTING DEGRADEDAREA WITHINRIVERFRONT AREA(RIPRAP AND GRAVELDRIVEWAY)0'20'10'SCALE 1"=20'-0" Date:Drawn By:KRA Project #:Scale:6/11/21RL/ GPH (BDG)TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 01062Rev. No.DescriptionDateWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringBerkshireGroupDesignLand Surveying1EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:KRA Project #:Scale:PERMIT SETJUNE 11, 2021 1 DESIGN DEVELOPMENT SET 4/16/21SITE CONSTRUCTION 2 PERMIT SET 6/11/21LC 121DEMOLITION & EROSIONCONTROL PLANS(Sheet 1 of 2)EROSION CONTROLBARRIERSILT SOX + SILT FENCE(STRAW BALE + SILTFENCE ALT)NORTHAMPTONSIGNIFICANT TREE (20"CALIPER OR GREATER) TOREMOVE DUE TOCONSTRUCTION; REQUIRESREPLACEMENTTREE LESS THAN 20" TOREMOVEAT RECOMMENDATION OFARBORISTTREE LESS THAN 20" CALIPERTO REMOVE DUE TOCONSTRUCTION ASSOCIATEDWITH PROJECT SCOPENORTHAMPTONSIGNFICANT TREE SEEKINGWAIVER DUE TOARBORIST'sRECOMMENDATIONS FORTAKE DOWNSIL
T
S
O
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SILT SOX
SILT SOXSILT SOXSILT SOXSI
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SILT SOX
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HAYBALE
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E WOODED TREE PROTECTION-PER TREE WARDEN'S & PROJECTARBORIST RECOMMENDATIONS (SNOW FENCE IN WOODS)URBAN TREE PROTECTION 10 LF ALONG TURKEY HILL ROAD AND20-30' UP DRIVEWAY-PER TREE WARDEN'S & PROJECT ARBORISTRECOMMENDATIONS (SNOW FENCE IN WOODS)
1-1/2ST WDFRAMESHEDSHEDSHEDGRAVEL
DRIVEWell
Bordering Vegetated Wetland4604704
6
0
4
5
0
4
4
0
43042041046
0
450 Perc 21651-20.50"REMOVERed Maple1646-22"SugarMaple1645-27.50" RemoveWhite Pine1642-34"1653-22.5"White Pine1659-21"White Pine1658-21"Black Oak1660-21.00"Red Maple1654-21"White Pine1655- 20" RemoveWhite Pine16"14"1644-17"Red Oak1643-17"White Oak1656-22"Red Oak1657-17.5"Hemlock1614-11.5"White Pine1652-17.5"Hemlock1647-10"Sassafras1648-8.5"PaperBirch1650-15.5"Hemlock1649-16"Hemlock1613-11"RedMaple1666-22"Red OakWETL
A
N
D
BUF
F
E
R
50-1
0
0'
B
29
A35 B18
WETL
A
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BUF
F
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0'-
5
0'
B14 B15 B16 B17 B19B20 B21 B22 B23 B24
B25
B26
B27
B28
B31
B32
B33
B38
B39
B42
B46
B52
B57
B43
B53
A5
A6
A7
A8
A10
A12
A11
C4
C1
C11
C6
C5
A1
A2
C2
C3
B37
B35
B34
A14
A15
A16
A33A48A49
D23
D22
D21
D6
D7
A19
A18
D4
D2
D1 D30
D25
D24
D27
D29
B47
B48
B51
B50
B54
B55
B56
D5
D8
D9
D10
D11D12 D13D14 D15 D16 D17
D18
D19
D20
A34A36A37A39A47A32A31A30A29A28 A27A26A25A24
A23
A22
A21
A20
C7C8
C9
C10
A4
A3
B44
B45
B41
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4"Deciduous3"Deciduous46246546746846746746445910" PVC467464OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW
WETLANDBUFFER50-100
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WETLANDBUFFER 0
'
-50
'20' Side SetbackS 07°06'16" E 1155.40'N 08°47'23" W 522.43'Date:Drawn By:KRA Project #:Scale:6/11/21RL/ GPH (BDG)TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 01062Rev. No.DescriptionDateWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringBerkshireGroupDesignLand Surveying1EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:KRA Project #:Scale:PERMIT SETJUNE 11, 2021 1 DESIGN DEVELOPMENT SET 4/16/21SITE CONSTRUCTION 2 PERMIT SET 6/11/21MATCH LINE LC121MATCH LINE LC121PROPERTY LINESEPTIC PERCOLATION TEST LOCATION 2DEMO EXISTING STRUCTURES ON SITETYPICALREMOVE EXISTING SEPTIC STRUCTURE ANDASSOCIATED UTILITIESDEMO EXISTING HOUSE & SHED ANDDISCONNECT ALL UTILITIESREMOVE EXISTING TREE #1614, 11.5" WHITE PINEFOR STORMWATER IMPROVEMENTSEXISTING WELL TO DISCONNECT FROM EXISTING HOUSEPROTECT UNTIL DEMOLITION OF EXISTING HOUSEDEMO EXISTING DEGRADED GRAVEL DRIVEWAYREMOVE EXISTING WOOD SHEDLIMIT OF WORK LINE100' WETLAND BUFFER50' WETLAND BUFFERWETLAND EDGE100' WETLAND BUFFER50' WETLAND BUFFERCUT TREE #1649, 16" HEMLOCKLEAVE 3" OF TRUNKREMOVE TREE #1651, 20.5" RED MAPLE PER ARBORISTRECOMMENDATIONS, CUT TRUNK 3" FROM BASE LEAVE ROOTSEXISTING TREE SNAPPED DURING WIND STORM #1652,17.5" HEMLOCK WAS IDENTIFIED FOR REMOVAL PER ARBORISTRECOMMENDATIONSLEAVE 3" STUMPREMOVE EXISTING TREES #1645-27.5"WHITE PINE, & # 1655-20" WHITE PINEPER ARBORIST RECOMMENDATIONSL
IM
ITOF WORK
L
INEEXISTING BOULDER TO REMAIN ON SITESALVAGE EXISTING BOULDERS FOR REUSE ON SITEREMOVE EXISTING SHRUBSREMOVE EXISTING ORNAMENTAL TREESSALVAGE EXISTING BOULDERS FOR REUSE ONSITESALVAGE EXISTING BOULDER FORREUSE ON SITEREMOVE EXISTING VEGETATIONREMOVE EXISTING VEGETATIONREMOVE EXISTING VEGETATIONEXISTING LAWN TO REMAINREMOVE DEBRIS PILEREMOVE SMALL TREE/SHRUBNORTHAMPTONSIGNIFICANT TREE (20"CALIPER OR GREATER) TOREMOVE DUE TOCONSTRUCTION; REQUIRESREPLACEMENTTREE LESS THAN 20" TOREMOVEAT RECOMMENDATION OFARBORISTTREE LESS THAN 20" CALIPERTO REMOVE DUE TOCONSTRUCTION ASSOCIATEDWITH PROJECT SCOPEREMOVE TREE #1644, 17" REDOAK FORNEW STORMWATER MANAGEMENTREMOVE TREE # 1643, 17" OAK FORNEW STORMWATER MANAGEMENTLIMITOF WORK LINEEXISTING RIPRAP AND ARMORED SWALE TO REMOVESEE GRADING AND DRAINAGE PLANS FOR IMPROVEMENTSREMOVE THIS SECTION OF OVERHEAD ELECTRIC AND TELECOM LINEPROVIDE TREE PROTECTION FENCINGSNOW FENCING PER ARBORIST RECOMMENDATIONSPROVIDE EROSION CONTROL BARRIER BETWEENLIMIT OF DISTURBANCE AND DOWNSLOPE AREAS(TYPICAL)100' WETLAND BUFFERREMOVE EXISTING TREE # 1659- 21"WHITE PINENORTHAMPTONSIGNFICANT TREE SEEKINGWAIVER DUE TOARBORIST'sRECOMMENDATIONS FORTAKE DOWNREMOVE EXISTING TREE #165421" WHITE PINEREMOVE EXISTING TREE #1653 22.5"WHITE PINETEMPORARY LIMIT OF WORK LINELIMIT OF GRADINGTEMPORARY LIMIT OF WORK LINELIMIT OF GRADING0'20'10'SCALE 1"=20'-0" LC 122DEMOLITION & EROSIONCONTROL PLANS(Sheet 2 of 2)REMOVE SMALL TREE/SHRUBEXISTING HEMLOCK SNAPPED BY WINDLEAVE 3" STUMPEXISTING LAWN TO REMAINPER NORTHAMPTON CONSERVATION COMMISSION,NO FUTURE MOWING TO TAKE PLACE IN THIS AREA,"NO MOW ZONE."CUT TREE #1650, 15.5" HEMLOCKLEAVE 3" OF TRUNK 1 EROSION CONTROL PLAN 5/10/21S
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Perc 1Perc 2HILLTURKEY
ROAD1630-26"Red Oak1661-22.50"Red Oak1641-20"Red Oak1638-26.50"STRUCTURAL ISSUES1639-20.50"White Pine1637-25"White Pine1632-20"White Pine1631-26"White Pine1664-24"White Pine1633-12.5"Paper Birch1634-18.5"Hemlock1636-15.5"White Oak1635-11.5"Paper Birch1640-20"Hemlock1625-16.5"Hemlock1624-13.5"Hemlock1623-17"Hemlock1622-14"Hemlock1619-14"Hemlock1617-12.5"Hemlock1618-11"Paper Birch1611-24"Sweet Birch1606-11"Hemlock1605-15"Hemlock1603-14.5"Sweet Birch1666-22"Red OakF1
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2F62F72F82F92F102F112F122F13 2F14 2F15 2F16HW30HW31HW32 HW33HW34HW35HW36
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2HW1
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G9
F3
WETLANDBUFFER50-100'
WETLAND
BUFFER 0-5
0
'INNER 100' of 200
'RIVERFRONT AREAOUTER 100' of 200
'RIVERFRONT AREAWETLANDBUFFER 0-50'NORTHAMPTON SC
ZONE
(SPEC
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)CLTop of Pave466.510'TYPICALR 5
'R14'22'-5"10'R345'R575'MATCH LINE LC132MATCH LINE LC132NEW 10' WIDE ASPHALT DRIVEWAYPROPERTY LINEPROPERTY LINEPROPERTY L
INENEW 10' WIDE ASPHALT DRIVE100' WETLAND
BUFFER50' WETLAND
BUFFER40' FRONT SETBACK40' FRONT
SETBACK20' SIDE SETBACKPROPERTY LINE20' SIDE SETBACKNEW MAILBOX ON STONE BASEEXISTING ASPHALT ROADL
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LOAM AND SEED FUTURE SEPTIC FIELDAREAEROSION CONTROL SEED MIX + JUTEEROSION CONTROL FABRIC ON STEEPSLOPES 3H: 1V1 EAAb1 EAPst1 EAPaEROSION CONTROL SEED MIX + JUTE EROSION CONTROL FABRICON STEEP SLOPES 3H: 1VEXISTINGGRADE BREAKEDGE OFPLATEAU1 EALt1 EAAgEROSION CONTROL SEED MIX+ JUTE EROSION CONTROL FABRICON STEEP SLOPES 3H: 1VLIMB UP EXISTING RED OAK TREEFOR ACCESS AND VIEWS NORTH LOCATED WITHINNORTHAMPTON Lot SizeLot Depth Lot FrontagePropsed Front SetbackProposed Rear SetbackProposed Side SetbacksProposed Building HeightProposedOpen SpaceSC + RR ZONES1,756,866 SF (40.3 acres)1,093 LF611.62 LF403 LF591 LF395 LF, 75 LF2 Stories (30.4' from average grade to mid gable)99% (Blgs + Pave = 16,784 SF)176 TURKEY HILL ROADBOULDERS RECLAIMED FROM SITE PLACED AT RANDOMWITHIN SWALE AND STORMWATER STRUCTURESNEWNATURALIZEDSPILLWAYBIORETENTIONAREA SEEGRADING/DRAINAGE PLANSEXISTING REDOAK TO REMAINRIPRAP 5' WIDE SWALE0'20'10'SCALE 1"=20'-0" Date:Drawn By:KRA Project #:Scale:6/11/21RL/ GPH (BDG)TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 01062Rev. No.DescriptionDateWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringBerkshireGroupDesignLand Surveying1EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:KRA Project #:Scale:PERMIT SETJUNE 11, 2021 1 DESIGN DEVELOPMENT SET 4/16/21SITE CONSTRUCTION 2 PERMIT SET 6/11/21LC 131LAYOUT AND MATERIALSSITE PLAN (Sheet 1 of 2)
UPUPUPPASS THRU-6"
0"Missing flag B49GRAVEL
DRIVE
Bordering Vegetated WetlandPerc 21661-22.50"Red Oak1642-34"1658-21"Black Oak1660-21.00"Red Maple1656-22"Red Oak1657-17.5"Hemlock1647-10"Sassafras1648-8.5"PaperBirch1666-22"Red OakWETL
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B14 B15 B16 B17 B19B20 B21 B22 B23 B24
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A33A40A48A49
D23
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D6
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A19
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A34A36A37A39A47A32A31A30A29A28 A27A26A25A24
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PROPERTY LIN
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10" PVCWETLANDBUFFER50-100
'
WETLANDBUFFER 0
'
-50
'CLCLCLCLCL
CL 5'6'-9"65'-5"36'-9"15'-4"R55'-2"R33'-3"R28
'
-
1
0
"R23'-5"R58'14'-6"16'-4"33'-10"
7'-
4
"R37'-2"R40'MATCH LINE LC131MATCH LINE LC131PROPERTY LINE1' WIDE RIVERSTONE EDGING AROUND PERIMETEROF HOUSE WITH BLACK STEEL EDGE RESTRAINTSNEW ASPHALT DRIVEWAY100' WETLAND BUFFER50' WETLAND BUFFERWETLAND EDGE100' WETLAND BUFFER50' WETLAND BUFFERASPHALTASPHALT20 ' SIDE SETBACKNEW WELL FOR POTABLE WATERSEE UTILITY DRAWINGSSITE RETAINING WALL WITH RAILINGSEROSION CONTROL SEED MIX + JUTE EROSION CONTROL MATTINGFOR ALL SIDE SLOPES 3H to 1 VLOAM AND SEED EXISTING LAWN AREAS DISTURBED BYCONSTRUCTIONPROVIDE EROSION CONTROL JUTE FABRIC ON ALL SIDE SLOPES 3H: 1V OR STEEPERREPLACEMENT TREES AND SHRUBSAbies balsamea(Balsam Fir)Abies fraseri (Fraser Fir)Acer griseum (Paperbark Maple)Betula nigra (River Birch)Cornus controversa 'Variegata' (Wedding Cake Tree)Chamaecyparis lawsoniana (Lawson cypress)Chamaecyparis pisifera 'Boulevard'(Boulevard False Cypress)Juniperus chinensis 'Blue Point' (Blue Point Juniper)Juniperus virginiana (Eastern Red Cedar)Liriodendron tulipfera (Tuliptree)Nyssa sylvatica (Black Tupelo)Picea abies (Norway Spruce)Picea glauca (White Spruce)Picea omorika (Serbian Spruce)Picea orientalis (Oriental Spruce)Picea orientalis 'aureoa spicata' (Yellow tipped Caucasian spruce)Pinus strobus 'Torulosa' (Twisted White Pine)SYMBOLAbAfAgBnCcVClCpBJcJvLtNsPaPgPo-ssPorPo-asPsTQTY1 ea1 ea1 ea2 ea1 ea1 ea2 ea1 ea1 ea1 ea1 ea1 ea1 ea1 ea1 ea1 ea2 eaSIZE1.5" caliper1.5" caliper2" caliper3" caliper2" caliper2" caliper1.5" caliper1.5" caliper1.5" caliper3" caliper2.5" caliper1.5" caliper1.5" caliper1.5" caliper1.5" caliper1.5" caliper1.5" caliper1 EACc-V1 EABn1 EABn1 EAPst1 EANs1 EAAb1 EAAf1 EAPo-as1 EAPo-ss1 EAPgLOAM &SEED LAWNLOAM &SEED LAWN20 Ea37" TotalReplacementTreesProposed onplans17"AdditionalTrees TBD orPaid into CityFunds perNorthamptonTreeOrdinance54" or Equivalent requiredEXISTING LAWN TO REMAINLOAM &SEED LAWNLOAM &SEED LAWNLOAM &SEED LAWNLOAM AND SEED, CLEAR AREAS OF DEBRIS AND STABLIZE SLOPESLOAM &SEED LAWN1 EAPa0'20'10'SCALE 1"=20'-0" Date:Drawn By:KRA Project #:Scale:6/11/21RL/ GPH (BDG)TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 01062Rev. No.DescriptionDateWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringBerkshireGroupDesignLand Surveying1EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:KRA Project #:Scale:PERMIT SETJUNE 11, 2021 1 DESIGN DEVELOPMENT SET 4/16/21SITE CONSTRUCTION 2 PERMIT SET 6/11/21LC 132LAYOUT AND MATERIALSSITE PLAN (Sheet 2 of 2)EXISTING LAWN TO STOP MOWING
Perc 1Perc 2HILLTURKEY
ROAD1630-26"Red Oak1661-22.50"Red Oak1641-20"Red Oak1638-26.50"STRUCTURAL ISSUES1639-20.50"White Pine1637-25"White Pine1632-20"White Pine1631-26"White Pine1664-24"White Pine1633-12.5"Paper Birch1634-18.5"Hemlock1636-15.5"White Oak1635-11.5"Paper Birch1640-20"Hemlock1625-16.5"Hemlock1624-13.5"Hemlock1623-17"Hemlock1622-14"Hemlock1619-14"Hemlock1617-12.5"Hemlock1618-11"Paper Birch1611-24"Sweet Birch1606-11"Hemlock1605-15"Hemlock1603-14.5"Sweet Birch1666-22"Red OakF1
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G1
2HW1
2HW2
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G9
F3
WETLANDBUFFER50-100'
WETLAND
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'INNER 100' of 200
'RIVERFRONT AREAOUTER 100' of 200
'RIVERFRONT AREAWETLANDBUFFER 0-50'NORTHAMPTON SC
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BUFFER40' FRONT SETBACK40'
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453 36" DIA. NYLOPLASTOR CONCRETEMANHOLE(SEE DTL 8/LC151)12"DIA.HDPEFES455 466458465466464463462461 465
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L UNDERGROUND ELECTRIC SERVICETO WELL HEADPROVIDE EROSION CONTROL FABRICON ALL SLOPES GREATER THAN 3 H: 1 VNATURALIZED LEVEL LIP SPREADERWEIR: LOG RECYCLED FROM SITE ORMORTARED STONE (SEE DTL 4/LC 151)0'20'10'SCALE 1"=20'-0" Date:Drawn By:KRA Project #:Scale:6/11/21RL/ GPH (BDG)TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 01062Rev. No.DescriptionDateWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringBerkshireGroupDesignLand Surveying1EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:KRA Project #:Scale:PERMIT SETJUNE 11, 2021 1 DESIGN DEVELOPMENT SET 4/16/21SITE CONSTRUCTION 2 PERMIT SET 6/11/21LC 142GRADING, DRAINAGE,AND UTILITIES (Sheet 2 of 2)NO WORK WITHIN THIS AREAFOUNDATION DRAIN TYPICAL ALLFOUNDATIONS
8"HOT MIX ASPHALTCOMPACTED CLEAN GRANULAR FILLCOMPACTED SUBGRADEEXTEND BASE COURSE AND SUBBASECOURSE 12" BEYOND EDGE OFPAVING WHERE ROAD IS NOT CURBEDROADGEOTEXTILE SEPARATION FABRICEXIST. GROUNDFOR FULL WIDTH AND LENGTHSTABILIZED CONSTRUCTION ACCESS NOTES:1. DIMENSIONS:WIDTH: 15' FLARED TO WIDTH OF DRIVE LENGTH: 50' MIN.GRADE AND CROSS SLOPE: 2%2. CLEAR ACCESS OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL.3. GRADE THE ROAD SUBGRADE SO THAT THE ACCESS WILL NOT DRAIN OFF SITE.4. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD, SEDIMENT, ETC. FROMLEAVING THE SITE. SHOULD MUD/SEDIMENT BE TRACKED OR WASHED INTO THE PUBLICROAD IT SHALL BE REMOVED IMMEDIATELY.50' MIN8" MIN2"-3'' WASHED COARSEAGGREGATEFLOWUNDISTURBED GROUNDFINISH GRADE ORNOTE:1. ALL MATERIAL TO MEET FILTREXX SPECIFICATIONS2.SILTSOXX COMPOST/SOIL/ROCK/SEED FILL TO MEET APPLICATION REQUIREMENTSSILTSOXX DEPICTED IS FOR MINIMUM SLOPES. GREATER SLOPES MAY REQUIRE LARGERSOCKSPER THE LANDSCAPE ARCHITECT.3.COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY THE LANDSCAPE ARCHITECT4.LOCAL INSTALLER: NORTHEAST ENVIRONMENTAL SOLUTIONS, AMHERST, MA 866-870-4NES.3"-4"FILTREXX SILT SOCK12-18" TYP.2"x2" WOODEN STAKEB. Silt Sock only whennot adjacent to wetlandSCALE:TEMPORARY TRACKING PAD1NTSSCALE:EROSION CONTROL BARRIERS2NTSSCALE:TYPICAL BITUMINOUS PAVING3NTS3"NOTES:1. CONTRACTOR TO ENGAGE TREE WARDEN PRIOR TO SITE MOBILIZATION. TREEWARDEN TO REVIEW EXISTING TREES AND VEGETATION AND ADVISE AS TO AIR SPADINGOF ROOTS.2. EXISTING CURBING, WALKS, PAVING WITHIN THE RIGHT OF WAY TO BE PROTECTEDDURING CONSTRUCTION. ANY DAMAGE TO THESE SURFACES REQUIRE REPAIR ANDREPLACEMENT PER THE APPROVAL OF THE CITY BY THE CONTRACTOR.3. PROVIDE TREE PROTECTION MEASURES IN ACCORDANCE WITH THE NORTHAMPTONTREE PROTECTION DETAILS. SEE ATTACHED DETAIL.4. CITY OF NORTHAMPTON DRIVEWAY WIDTHS ARE LIMITED TO 15'. CONTRACTOR TOLEAVE THE EXISTING NON-CONFORMING APSHALT APRON IN PLACE. NEW DRIVEWAYTO BE 15' ON OWNER'S SIDE OF RIGHT OF WAYKEEP OUTTREEPROTECTIONAREANOTE:1.SEE SPECS FOR ADDITIONAL TREEPROTECTION REQUIREMENTS.2.IF THERE IS NO EXISTING IRRIGATION, SEESPECS FOR WATERING REQUIREMENTS.3.NO PRUNING SHALL BE PERFORMED EXCEPTBY APPROVED ARBORIST.4.NO EQUIPMENT SHALL OPERATE INSIDE THEPROTECTIVE FENCING INCLUDING DURINGFENCE INSTALLATION AND REMOVAL.5.SEE SITE PREPARATION PLAN FOR ANYMODIFICATIONS WITH THE TREE PROTECTIONAREA.6.PROTECT ROOT SYSTEM FROM DAMAGE,COMPACTION, CONTAMINATION, FILL, ANDEXCAVATION.7.TREE PROTECTION FENCE SHALL BEMAINTAINED THROUGHOUT CONSTRUCTION.REMOVE FENCE ONLY WITH APPROVAL ANDAFTER ALL SITE WORK HAS BEEN COMPLETED.CROWN DRIPLINE OR OTHER LIMIT OF TREE PROTECTION AREA. SEE TREEPRESERVATION PLAN FOR FENCE ALIGNMENT.6'TREE PROTECTION FENCECHAIN LINK OR WIRE MESH2" X 6' STEEL POSTSOR APPROVED EQUALINSTALLED MAX. 8' O.C.5" THICK LAYER OF MULCHMAINTAIN EXISTING GRADEWITH TREE PROTECTIONFENCE UNLESS OTHERWISEINDICATED ON PLANS8.5" X 11" SIGNLAMINATED IN PLASTICSPACED EVERY 50'ALONG FENCESECTION VIEWSCALE:FOREST CONDITIONS: TEMPORARY TREE PROTECTION6NTS1'TOP EDGE OF ROOTBALLPROTECT BRANCHESFROM DAMAGEPLANT TRUNK PLUMBBY OWNERREMOVE TREE TAG ATSUBSTANTIAL COMPLETIONBY OTHERS1:11 MAX1FALL 5% MIN.FALL 5% MIN.SECTIONSUBGRADE PLANSUBDRAINAGE WHENSHOWN ON PLANRADIUS OFROOTBALL1'4" MIN
6 3/4"2" MULCH AROUND TREE- HOLD MULCH AWAY FROM TREE FLARESOIL SAUCER FORWATERING - TO REMAIN AFTERTO SURFACE FINISHINGPLANTING SOILROOT FLARE EVEN WITHFINISH GRADE +1"-0"SCARIFY SUBGRADEREMOVE WIRE BASKET& BURLAP COMPLETELYCOMPACTED SUBGRADEPEDESTALSUBDRAINAGE WHENSHOWN ON PLAN1'WOODEN TREE STAKES(BY OWNER)6"12"SCARIFY SUBGRADELAWN/ SEED MIXPLANTING SOILSCALE:TREE PLANTING8NTSSCALE:LAWN PLANTING4NTSSCARIFY SUBGRADE6"EROSION CONTROL FABRICTURN DOWN AND ANCHOR ATTOP AND BOTTOM OF SLOPEPLANTING SOIL12" STAPLES1'1'LAWN OR SEED MIXSCALE:SEEDING AND EROSION CONTROL FABRIC ON SLOPE5NTSNTSDate:Drawn By:KRA Project #:Scale:5/10/21RL/ GPH (BDG)TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 01062Rev. No.DescriptionDateWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringBerkshireGroupDesignLand Surveying1EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:KRA Project #:Scale:PERMIT SETJUNE 11, 2021 1 DESIGN DEVELOPMENT SET 4/16/21SITE CONSTRUCTION 2 PERMIT SET 6/11/21LC 151SITE DETAILS (Sheet 1 of 2)FLOWFILTER FABRIC STAPLED2" X 2" HARDWOODSTAKE, 8' 0.C.±TO POSTS, BURY ENDOF FABRIC UNDER SOILUNDISTURBED GROUNDFINISH GRADE ORNOTE:1. ALL MATERIAL TO MEET FILTREXX SPECIFICATIONS2.SILTSOXX COMPOST/SOIL/ROCK/SEED FILL TO MEET APPLICATION REQUIREMENTSSILTSOXX DEPICTED IS FOR MINIMUM SLOPES. GREATER SLOPES MAY REQUIRE LARGERSOCKSPER THE LANDSCAPE ARCHITECT.3.COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY THE LANDSCAPE ARCHITECT4.LOCAL INSTALLER: NORTHEAST ENVIRONMENTAL SOLUTIONS, AMHERST, MA 866-870-4NES.5.THE SILT SOXX PORTION OF THIS BARRIER CAN BE SUBSTITUTED WITH STRAWBALES (NOT HAY) IFSITE CONDITIONS/ PRODUCT AVAILABILITY REQUIRE SUBSTITUTION.6.SILT FENCE IS REQUIRED IN ALL APPLICATIONS WHERE IT IS NOTED ON THE PLANS, REGARDLESS IFIT IS COMBINED WITH A SILT SOCK OR A STRAWBALE.3"-4"FILTREXX SILT SOCK12-18" TYP.2"x2" WOODEN STAKEA. Silt Fence & Silt SockWhen adjacent toWetlandSECTIONALL PRUNING BY QUALIFIEDARBORIST TO ANSI A300INSTALL FENCING AT THE TREEDRIP LINE PRIOR TO SITE WORK& REMOVE ON COMPLETION.PROTECT ROOT SYSTEM FROMDAMAGE, COMPACTION,CONTAMINATION, FILL &EXCAVATION.WATER TREE INSIDE FENCEORGANIC MULCHDRIP LINEPLANNOTES:1) TREE PROTECTION FENCE LAYOUT SHALL BE FIELD FIT BY THECONTRACTOR TO EXCEED BOTH THE CRITICAL ROOT ZONE ANDDRIP LINE FOR EACH PROTECTED TREE. CRITICAL ROOT ZONESHAVE BEEN IDENTIFIED BY THE PROJECT ARBORIST AND ARESHOWN TO SCALE ON THE PROJECT PLANS TO CORRESPOND TOTHE ARBORIST'S FULL REPORT>2) FOR AREAS WHERE DISTURBANCE IS PROPOSED WITHIN THECRITICAL ROOT ZONE OF AN EXISTING NORTHAMPTONSIGNIFICANT TREE TO REMAIN, REFER TO THE ATTACHEDARBORIST TREE PROTECTION GUIDELINES.3) THE CONTRACTOR SHALL INSTALL TREE PROTECTION FENCINGPRIOR TO SITE WORK, AND REMOVE ON COMPLETION.4) THE CONTRACTOR SHALL SCHEDULE A SITE VISIT WITHREQUIRED CITY REPRESENTATIVES TO VERIFY THE STATUS OF ALLTREES AND PROPOSED PROTECTION FENCING BEFOREDEMOLITION OR CONSTRUCTION ACTIVITIES BEGIN.TREE PROTECTION FENCING:4' HIGH HEAVY DUTY ORANGEPLASTIC SAFETY FENCING WITHHEAVY DUTY, PAINTED STEELFENCE POSTSCRITICAL ROOT ZONE (VARIES). SEENOTE #1SCALE:URBAN CONDITIONS: TEMPORARY TREE PROTECTION7NTS
UNDER PAVEMENT, COMPACTEDCOMPACTED GRAVEL BORROWEXCAVATED (NATIVE) MATERIALUNDER NON-PAVED AREASHAND TAMPED BEDDINGHAND TAMPED BACKFILLD + 2'-0''3'-0'' MIN.* MIN. COVERAGE REQUIREMENTS:SEWER 4'-0'' MIN.WATER 5'-0'' MIN.UNDERGROUND SERVICESNOTE: ENTIRE PIPE LENGTH MUSTFIRM SUBGRADE(HAUNCHING)BE FIRMLY SUPPORTED.& GAS 2'-6'' MIN.VARIES5'-0" MAXEMBEDMENT MATERIAL 1*MINIMUMCOVERAGE12"DD/26"MINSCALE:TYPICAL UTILITY TRENCHING2NTS12" MIN AT PAVED AREAS4'8'12" DEEP6" LOAM AND SEED6" COMPACTEDGRAVEL BASE 95%MIN. DENSITYUNDISTURBED ORCOMPACTEDSUBGRADEPRECAST CONCRETEWEIR , 6"x18"EXIST
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