31C-017 Nov 2015 Revisions VH-EPH-DEFINITIVE SHEETS11.19.15-PLAN UPDATES draftRevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand Surveying&'(+0+6+8'2.#0CV1XGTCNN5KVG2NCPApplicantEnergy Positive Homes, LLCc/o Transformations, Inc.323 West Main StreetLJĞƌ͕DϬϭϰϯϮOwnerHospital Hill Development, LLCc/o MA Development Finance Agency99 High StreetBoston, MA 01469<QPKPI5WOOCT[MIN. WIDTHMIN. LOT AREAMIN. FRONTAGEMIN. DEPTHMIN. FRONT YARDMIN. SIDE YARDMIN. REAR YARDMAX. BLDG. HT.PROJECT OPEN SPACE)70 FT40 FT40%40 FT70%+0 SF0 FT0 FT0 FT0 FT0 FTPLANNED VILLAGEREQUIRED6)0 FT)7)7)7)7PROPOSEDDISTRICT&'8'.12/'0657//#4;CO-HOUSING UNITSLOTS CREATEDSINGLE-FAMILYDUPLEXESTOTAL2241231560BLDGS32233085UNITS
RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand Surveying&'(+0+6+8'2.#0CV4QCF.C[QWV2NCPApplicantEnergy Positive Homes, LLCc/o Transformations, Inc.323 West Main StreetLJĞƌ͕DϬϭϰϯϮOwnerHospital Hill Development, LLCc/o MA Development Finance Agency99 High StreetBoston, MA 01469
RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand Surveying&'(+0+6+8'2.#0CV)TCFKPI &TCKPCIG2NCPApplicantEnergy Positive Homes, LLCc/o Transformations, Inc.323 West Main StreetLJĞƌ͕DϬϭϰϯϮOwnerHospital Hill Development, LLCc/o MA Development Finance Agency99 High StreetBoston, MA 01469STRUCTURE IDRIMI. IN.I. OUTAD#1229.50226.50AD#2229.50226.50AD#3228.75225.75225.75AD#4226.75223.75223.75AD#5226.75223.75223.75AD#6226.50222.55222.55AD#7227.00224.25224.25AD#8228.00224.75224.75AD#9227.75225.00225.00AD#10228.75225.75AD#11228.75225.75AD#12228.75226.00AD#13228.75226.00AD#14227.75225.50225.50AD#15226.75222.00222.00AD#16226.75224.00224.00AD#17226.75222.00222.00AD#18226.75223.75223.75AD#19228.00225.00AD#20229.00226.00AD#21228.80223.25AD#22228.00221.30222.30CB#1227.06224.00CB#2227.06224.00CB#3226.00222.50CB#4227.04221.00CB#5203.00200.30CB#6208.00206.00CB#7205.50203.00CB#8206.50204.00DMH#1227.35223.00 (2) NW222.50222.75 (1) SWDMH#2227.70222.35 (3)222.25223.50 (1) CB#2DMH#3227.00220.40 (2)220.30DMH#4226.10220.00 (2)219.90DMH#5227.46218.50 (1)W218.40220.50 (3) SW/NWDMH#6226.60218.00 (3)217.90DMH#7208.40198.47 (2) N198.37205.18 (1) EDMH#8213.10210.00 (1) W196.50196.72 (1) NDMH#9211.40198.20 (1) NW198.10200.50 (1) SDMH#10207.00194.38194.28DMH#11206.95202.75 (2) E, S202.65SWTC #1211.10197.90197.80AD = AREA DRAINCB = CATCH BASINDMH = DRAIN MANHOLESWTC = STORMWATER TREATMENTCHAMBER = BORING LOCATION = TEST PIT LOCATION
RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand Surveying&'(+0+6+8'2.#0CV7VKNKV[2NCPApplicantEnergy Positive Homes, LLCc/o Transformations, Inc.323 West Main StreetLJĞƌ͕DϬϭϰϯϮOwnerHospital Hill Development, LLCc/o MA Development Finance Agency99 High StreetBoston, MA 01469
Revisions
Landscape Architecture
Civil Engineering
Planning
Berkshire
Group, Inc.
Design
The
Land Surveying
&'(+0+6+8'2.#0
CV
2NCPVKPI2NCP
Applicant
Energy Positive Homes, LLC
c/o Transformations, Inc.
323 West Main Street
$\HU0$¬
Owner
Hospital Hill Development, LLC
c/o MA Development Finance
Agency
99 High Street
Boston, MA 01469
PLANT LIST
KEY LATIN COMMON SIZE NOTES
Quercus robur English Oak 3" cal.QR
Crataegus punctata 'Ohio Pioneer'Ohio Pioneer HawthornCP
Malus 'Profusion 'Flowering Crabapple purple-redMF
HA
CS Carex stricta Tussock Sedge
CK Cornus kousa Kousa Dogwood 2.5"-3" cal.
OC Osmunda cinnamomeae
Shade Trees
Typical Swale Plantings (see below)
1 gallon
1 gallon
1 gallon
Ulmus americana "Valley Forge" Valley Forge Elm 3" cal.UA
Small Flowering Trees
Malus 'Golden Raindrops'Flowering Crabapple whiteMC
2.5"-3" cal.
2.5"-3" cal.
2.5"-3" cal.
Helianthus angustifolius
Cinnamon Fern
Swamp Sunflower
TYPICAL ROADSIDE SWALE PLANTING*
HA
CS
OC
HA
OC
CS
LOAM & SEEDLOAM & SEED1. In LID and/or shared or yield streets developments, smaller trees or
shrubs may be incorporated as part of bioretention areas or swales
that exist within the tree belt.
2. If pursuing a LID plan, tree belts may also include bioretention areas
or other vegetated stormwater BMPs. Bioretention areas should utilize
noninvasive species and species that can tolerate cycles of drought
and inundation. Bioretention areas should also utilize Massachusetts
stormwater management standards as well as vegetation that is not
on any Massachusetts invasive plant list.
SCALE 1'=10'
FLUSH
CURB
OPENING.
TYPICAL
CHECK DAM, TYP.
Revisions
Landscape Architecture
Civil Engineering
Planning
Berkshire
Group, Inc.
Design
The
Land Surveying
&'(+0+6+8'2.#0
CV
&GVCKNU
6[RKECN4QCF%TQUU5GEVKQP
0QVVQ5ECNG
Applicant
Energy Positive Homes, LLC
c/o Transformations, Inc.
323 West Main Street
$\HU0$¬
Owner
Hospital Hill Development, LLC
c/o MA Development Finance
Agency
99 High Street
Boston, MA 01469
9GV$QVVQO5YCNG&GVCKNU
0QVVQ5ECNG
2NCP
5GEVKQPCVHNWUJEWTDKPNGVU
5VQPG%JGEM&COFGVCKNU
'NGXCVKQPCVHNWUJEWTDKPNGVU
5GGUJGGVHQTEJGEMFCONQECVKQPFGVCKN
Revisions
Landscape Architecture
Civil Engineering
Planning
Berkshire
Group, Inc.
Design
The
Land Surveying
&'(+0+6+8'2.#0
CV
&GVCKNU
(KTG*[FTCPV
0QVVQ5ECNG
6[RKECN7VKNKV[6TGPEJ
0QVVQ5ECNG
6JTWUV$NQEM
0QVVQ5ECNG
&WEV$CPM
0QVVQ5ECNG
%QPETGVG9CNM
0QVVQ5ECNG
)TCPKVG%WTD
0QVVQ5ECNG
5GYGT/CPJQNG
5/*
0QVVQ5ECNG
$KV%QPE9CNM
0QVVQ5ECNG
)TCXGN2CVJ
0QVVQ5ECNG
%CVEJ$CUKP
%$
0QVVQ5ECNG
&TCKPCIG/CPJQNG
&/*
0QVVQ5ECNG
WALK THICKNESS AT ALL DRIVEWAY
CROSSINGS
SHALL BE INCREASED TO 6".
Applicant
Energy Positive Homes, LLC
c/o Transformations, Inc.
323 West Main Street
$\HU0$¬
Owner
Hospital Hill Development, LLC
c/o MA Development Finance
Agency
99 High Street
Boston, MA 01469
Revisions
Landscape Architecture
Civil Engineering
Planning
Berkshire
Group, Inc.
Design
The
Land Surveying
&'(+0+6+8'2.#0
CV
&GVCKNU
'TQUKQP%QPVTQN$CTTKGT
0QVVQ5ECNG
6[RKECN6TGG2NCPVKPI
0QVVQ5ECNG
6[RKECN5VTGGV.KIJV
#U0QVGF
6[RKECN6TGG2TQVGEVKQP
0QVVQ5ECNG
5VTGGV2TKPV&WTCVJGTO%TQUUYCNM
0QVVQ5ECNG
Applicant
Energy Positive Homes, LLC
c/o Transformations, Inc.
323 West Main Street
$\HU0$¬
Owner
Hospital Hill Development, LLC
c/o MA Development Finance
Agency
99 High Street
Boston, MA 01469
)CVG8CNXG
PQVVQUECNG
5" MIN. COVER
TO METER
VALVE BOX
NORTHAMPTON STD.
CURB STOP
NORTHAMPTON STD.
COPPER TYPE-K WATER SERVICE
CORPORATION STOP
DUCTILE IRON WATER MAIN
FINISH GRADE FINISH GRADE
FILL, PER
COMPACTED
NORTHAMPTON STD.
SAND BEDDING
WATER SERVICE
TRENCH SECTION
3"
5CPKVCT[)TQWPF%NGCPQWV
PQVVQUECNG
#EEGUUKDNG%WTD%WV
PQVVQUECNG
6TCEMKPI2CF
PQVVQUECNG
/QFKHKGF1WVNGV%QPVTQN5VTWEVWTG
PQVVQUECNG
#TGC&TCKP
PQVVQUECNG
Revisions
Landscape Architecture
Civil Engineering
Planning
Berkshire
Group, Inc.
Design
The
Land Surveying
&'(+0+6+8'2.#0
CV
&GVCKNU
Applicant
Energy Positive Homes, LLC
c/o Transformations, Inc.
323 West Main Street
$\HU0$¬
Owner
Hospital Hill Development, LLC
c/o MA Development Finance
Agency
99 High Street
Boston, MA 01469$QCTFYCNM
PQVVQUECNG
&T[9GNN
PQVVQUECNG
2"
12" MAX
8" MIN
48"
42"42"
2&
8'
2.#0
'.'8#6+10
5'%6+10
$QWNFGT4GVCKPKPI9CNN
0QVVQ5ECNG
5VQPG&TKR5VTKR
0QVVQ5ECNG
2'-0''5' MIN.FLAT AR
E
A
BACK OF WALK
GRANITE CURB
RADIUS, TYP.
STREET TO FLAT AREA
RAMPED SECTION FROM
STREET/CURB LINE
BIT. CONC. DRIVEWAY,
SEE PLAN FOR WIDTH
FLUSH WITH TOP OF CURB
6" THICK CONCRETE WALK
CONC. WALK
GRASS/SWALE AREA
4" THICK
SEE DETAIL 1/8.2
5KFGYCNMCV&TKXGYC[%WTD%WVU
0QVVQ5ECNG
6'' GRAVEL BASE
COMPACTED BACKFILL
UNDISTURBED OR
%<3,3(6,=(
FLOW
6'' MIN. RIPRAP
BLANKET
FLOW
10' MIN.
HDPE DRAINAGE PIPE; SIZE VARIES (SEE PLAN)
STONE/RIP RAP BLANKET
HDPE FLARED END
OUTLET SECTION
PLAN
SIDE ELEVATION
(NCTGF'PF1WVNGV
0QVVQ5ECNG
RevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand Surveying&'(+0+6+8'2.#0CV6TCKN0GVYQTM2NCPApplicantEnergy Positive Homes, LLCc/o Transformations, Inc.323 West Main StreetLJĞƌ͕DϬϭϰϯϮOwnerHospital Hill Development, LLCc/o MA Development Finance Agency99 High StreetBoston, MA 01469EXISTINGGRAVEL PATHNEW COMPACTED8' W GRAVEL PATHOVER EX. ROADBED.SEE DETAIL 9/8.2EXTEND PATHTO PROP. LINETRAILHEAD MARKEDW/ SIGNAGE ANDBOULDERS, TYP.NEW 8' W ASPHALTPATH OVER EX.ROADBED. SEERIGHT INSET.NEW 8' W ASPHALTPATH. SEE LEFT FORCONTINUATION.SEE DETAIL 8/8.2NEW 8' W ASPHALTPATH OVER EXISTINGROADBED.SEE DETAIL 8/8.2APPROX. 100 LF OF8' W/ BOARDWALKWITHIN DRIP LINE(S)OF BEECH TREES.SEE DETAIL 1/8.4NEW 8' W ASPHALTPATH TO CONNECTTO EXISTING PATHSEE DETAIL 8/8.2EX. GRAVEL PATHTO REMAIN8% MAX. GRADE(APPROX. 175 LF)EXISTING TRAILEXISTING TRAILNEW TRAIL CONNECTION.SEE ABOVENEW TRAIL CONNECTION.SEE LEFTNEW 8' WIDEASPHALT PATH.SEE DETAIL 8/8.2FUTURE CONNECTIONTO MEMORIAL PARKFUTURE CONNECTIONTO MEMORIAL PARK