38C-010 t
SPAIN MANHOLE .
E k COVER
TRASH RACK,GALV.STEEL OR ALUMINUM CAGE,OR APPROVED EQUAL.
AREA PER PLAN 4'SQUARE OPENINGS ON 6'0 OR GREATER OUTLET PIPES �����
-_ - ___ _ �� CAGES SHALL HAVE A MINIMUM OF}'SIDES(WIDTH,LENGTH.HEIGHT)
6"MAXIMUM PONDING i0 J6 FOR 6'0 TO IB"m. BERM
CB RIN OR OVERFLOW 12"MAXIMUM DEPTH ARCHITECT S
WEIR IN BERM OF RAIN GARDEN OUTLET CONTROL STRUCTURE
FROM INVERT TO TOP FgSTEN TO PIPE ANp/OR SECURE TO GROUND
OF BERM PRECAST TOP WITH
INSPECTION PORT,ONE PER RAIN GARDEN. OC$N1(POND 1)
INSTALL NEAR PERIMETER OF GARDEN. RIM ELEV.=158.8' d - J6'OPENING 308 Main Street
THREADED PVC CAP WITH REBAR 3-I" 12'0 STANDPIPE CREST-157.7 a° Greenfield MA 01301
12•
NATIVE GRASSES AND XryTM METALO DETECTOR LOCATION INV WIN-156,C.(12"m NDPE
PLANTINGS PER ) DETENTION BASIN
6 LANDSCAPE ARCHITECT INV.OUT-156.0'(12") OUTLET PIPE T.413.773.5551
I
_ _4' 12" STANDPIPE F.413.773.5552
RAIN GARDEN SOIL AS
—157.1 r—uRECASt MANHOLE.4'0
CATCH BASIN SPECIFIED IN EARTH SECURE NLE65 OTHERWISE
O ETMESPpWN i 24" RAIN GARDEN$OIL MOVING SPECIFICATIONS, STANDPIPE TO NOTED. STRUCTURE 3 Trash Rack
AND DETAILS MEETING THE MALL,ttP. SHALL BE RATED FOR
I REQUIREMENTS OF DEP H-20 LOADING
IC4 Not to Scale
-- 4
12'P TEE FITTINij.i 3/4"CRUSHED STONE WRAPPED IN FILTER FABRIC WITH END CAP 1 1/2'M ITU SPEC.
____- TYPE -1 BITUMINOUS
B" __ t2'o POVO MEET CONCRETE MP COURSE
___________-J PIPE (COMPACTED THICKNESS)
1566TORMWATER FROM
OUTLET WATERTIGHT END XTENTION AREA 3"MDPW SPECTYPE 1-1 4'0 SDP 35 PERFORATED HOPE 4"m SCR 35 PERFORATED HOPE PIPE CAP ♦I BITUMIN BINDER COURSE UNDERDRAIN TO STRUCTURE OR DAYLIGHT INSPECTION PORT INSTALLED TO 12 PONDS WITHOUT STRUCTURES DEPTH WITHIN NADVE GRAVEL "0 HOLE IN CAP (COMPACTED THICKNESS)O PIPE INVERT GROWITH MIRAFI FILTER FABRIC WRAPPED 1e"SU. ONSHRINK 2 1/2"MDPW SPEC.TYPE \ COTISM1IBnIB:
AROUND INSPECTION PORT-NOT _.. GROUT.ttP, I-1 BITUMINOUS CONCRETE
L__-__ ON BOTTOM OF PIPE a BASE COURSE.COMPACTED GUNTLOW d A° -d A° n d°° .6 4O THICKNESS(TOWN HIGHWAY \ AISSOC)ATES,INCCROSSING ONLY)DISCHARGE PIPE 6'GRAVEL OR / aN1s ABlauie��'R
CRUSHED STONE 15"GRAVEL BASE \\
O°�°O 0°� BEDDING UNDER COURSE MASS.SPEC.
000° 00°cpoc O8Om0vc-PO� STRUCTURE TYP. Mto}.I
O k'1
UNDISTURBED suacRAOE
1 Rain Garden-Typical Section 2 Outlet Control Structure# 1 s NtL1111e�
C4 Not to Scale C4 Not to Scale NOTE:
TEMPORARY PATCH(IF REQUIRED)SHALL CONSIST OF 15"GRAVEL BASE COURSE TOPPED
WITH 2"BITUMINOUS CONCRETE BINDER COURSE AND 1'BITUMINOUS CONCRETE TOP COURSE.
AFTER A PERIOD OF AT LEAST 30 DAYS,THE TEMPORARY PATCH SHALL BE EXCAVATED ONE
POST BEYOND THE SIDE OF THE ORIGINAL TRENCH TO A DEPTH OF THE EXISTING PAVEMENT
(6"MINIMUM)AT WHICH TIME THE PERMANENT PAVEMENT WILL BE INSTALLED AS SHOWN
ABOVE.
CATCH BASIN FRAME AND GRATE, LEBARON FOUNDRY, DOWNSPOUT AND CAP,TYR
GRA55ED AREAS PAVED AREAS INL GAT.NO LF-246. USE LAG248 UNITS IN LAWN r�512ES VARY,SEE ARCH.PLAN
AREAS.ADJUST 70 GRADE As REQUIRED WITH MASONRY
((�� (12" MAXIMUM). 4 Pavement Patch
4"TOPSOIL,SEED > °O-'PpOCX) 12"MIN. WIINCWYE C EANOUT AT GRADE C4 Not to Scale
&MULCH o°°008 E 12 l-
�°
i�PRECAST TOP WITH 2'OPENING
NORMAL GRADE,TYP. y
PREFABRICATED SILTATION FENCC $TAWBALE DETAIL(SECTION)
VARIES JJ. 'C: DETAIL (SECTION)
SELECT COMMON FILL GROUT WITH 24 n NORMAL GRADE
NONSHRINK ..0 �p TYPICAL 1-1 2".HAKUWULM
GROUT, 1- „
12°MINIMUM (" POST,B'O.C.
IYP. 1".1".3'STAKES,
BEDDING OVER rr���`�_ v FERNCO'COUPLER p 2 PER BALE
PLASTIC PIPE. M;�O
STAKED STRAWBALE
�J ,O TO BE SET 4'-6" V)
BEDDING CAN BE (`
REDUCED TO GG� FLOW BELOW GRADE
MID-DIAMETER / -�., N "CO
FOR PIPE OTHER INLET PIPE(S),- oUREf PIPE TYP C.��?;?- O BAGKFILL AROUND PIPE 2, �FLpW J.-I Iy
THAN PLASTIC. C�C00��J A TYP. �J 1I WITH CRUSHEI STONE %� �Y �(� 4-
0 OCO FOR MOST PROTECTION
Oa0 30"SUMP BAGKFILL TOE OF FABRIC Q y A
2"MINUS SCREENED 8 PRECAST 9'DIAMETER MANHOLE L
GRAVEL OR CRUSHED 0 B'0 PIPE.OR AS NOTED ON THE PLANS, LENGTH
STONE BEDDING AND FITTINGS,M.
I EROSION GO NOTE'
$O� MAINTAINED,N UNTIL VEGETATION HAS PLACE,AND BE AREAS.
TRENCH WIDTH 8a 9"MIN, 9"GRAVEL DR CRUSHED STDNE
PIPE MINIMUM _BEDDING UNDER STRUCTURE TYP.
DIAMETER WIDTH a' -' -
TO 12 3' WIDTH NOTE:
14"TO 24" 4' SEE TABLE PRECAST STRUCTURES SHALL BE DESIGNED FOR H2D LOADINGS. 7 Roof Leader 8 Erosion Control Barrier
C4 Not to Scale
C4 Not to Scale
6 Catch Basin
°1 5 Typical Utility Trench C4 Not to Scale
w a
C4 Not to Scale W N
c
o
N VALUE MIN. NUMBER Of NOTE N z a
12"%12"CAST IRON USE STONE LINED DITCHES WHERE CHANNEL SLOPE IS 5[OR GREATER
W U E
Of "x" BALES PER SIDE RETURN To O O L L
O H2O GRATE EXISTING GRADE
UP TO 3.5 2
n 3.5 TO 5.0 3 ,^
m
.a PROVIDE 6" MIN TO PREVENT V Z
5.0 TO 7.0 4 LLS,
IN
i NttOPLASt 12"0 DRAIN suER
BASIN wTH 12'.12" 12"DRAIN BASIN UNLESS OMEYASE
STANDARD CAST IRON 6'MIN NOTED ON DIE PLANS GEO7E%TILE FILTER
rn �1 4'TO 6"ANGULAR STONE Project; 1405
OR ON CONCRETE FABRIC UNDER ALL
COLLAR. BAGKFILL WITH X RIPRAP ON 6"CRUSHED Date: 10.1.2014
CRUSHED STONE STONE/GRAVEL SUBBASE RIPRAP Scale: "=2
E 1'1" >x :.: ':r'*. a' v Drawn 6
c
5 Revisions:
10 Haybale Check Dams 11 Stone Lined Swale k
C4 No[[o Scale C4 Not to Scale T _...
SCHEMATIC
ge"0 NDPE a"m NDPE
N
9 Area Drain
C4.0
C4 Not to Scale
a`
i
3-6"ANGULAR RIPRAP,TYP W/4"Dm
STONE SIZE. EDGE OF EXISTING 7rCT 50%BY WEIGHT OF THE MIX SHALL
36"0 OPEN PERFORATED RISER PIPE CONSIST OF STONES LARGER THAN DI BUT PAVEMENT
WITH THE TOP LOCATED A7 LEAST NOT LARGER THAN 6".RIP-RAP SHALL BE
I�
0.5 FEET BELOW THE SPILLWAY REASONABLY WELL GRADED. JONES W
ELEVATION(RISER 4'HIGH,MIN.). Zj MOUNTABLE BERM IN
SPILLWAY DESIGNED TO PAS EXISTING 12"HOPE PIPE FOR ARC H I
3,6003 C.F./ACRE OF DRAINAGE AREA 10-YEAR PEAK FLOWS - '- GROUND
"POND VOLUME FILTER CLOTH(SEE PROFILE
DRAINAGE
MAXIMUM DRAINAGE AREA - _ EXISTING/ TABLE OF
PER POND SHOULD NOT FINISHED GRADE "" CULVERT R EQUIREMENTS) SG'w+.
EXCEED 5 DISTURBED ACRES, EXISTING
PROVIDE ADDI110NAL PONDS / - OUTLET 308 Ma Street
AS NECESSARY / �"' / 3 GROUND °- Greenfield.MA 01301
E TING T.413.773.5551
We OUTLET PIPE 3/4 INCH DIAMETER �/"" PANE ENT F•4�3•�/3,5552
CRUSHED STONE woo
FILTER -T
PROVIDE A SEDIMENT BASIN WHERE INDICATED ON THE PLANS B°MINIMUM CRUSHED STONE OR COARSE �E
GRAVEL CUSHION BETWEEN RIPRAP AND ; PLAN VIEW Ia7ltt�ln
(AND WHERE REQUIRED BY THE ENGINEER)F CONDITIONS MAY FILTER FABRIC. `^�"°pres •
WARRANT)TO COLLECT STORMWATER RUNOFF AND ALLOW
SEDIMENT TO SETTLE OUT. MAINTAIN THE SEDIMENT BASIN MIRAFI/140 FILTER FABRIC OR EQUAL.KEY IN Q
WITH AT LEAST 50 PERCENT OF THE SEDIMENT DEPTH EDGES AND OVERLAP MANS BY 2'MIN. SON TR I.TION SP -Ifl ATION
CAPACITY. II--
MAINTAIN A SEDIMENT BASIN UNTIL ALL DISTURBED TCAGRADE AT CULVERT OUTLET TOPE w i. STONE SIZE-USE 2"TO 4 IN DIAMETER
SHOULD BE APPROXIMATELY LEVEL WITH CRUSHED STONE.
AREAS HAVE BEEN REVECETATED. FINISHED GRADE.
CONSULT ENGINEER FOR INDIVIDUAL SIZING OF SEDIMENTATION TYPICAL GROSS-CULVERT OUTLET APRON DIMENSIONS 2.MAINTENANCE- THE ENTRANCE SHALL BE
BASINS (CROSS-CULVERTS A THRU F) MAINTAINED IN A CONDITION WHICH WILL PREVENT GEOTEX TILE REOUIREMEN T$
La : 14' TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC PHYSICAL PROPERTY REQUIREMENTS
Do t2 RIGHTS-OF-WAY,ALL SEDIMENT SPILLED,DROPPED,
WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY 210 I6.. ASM Dt6e2
Wm tl' Ni WEN BE REMOVED IMMEDIATELY.
1
Temporary Sedimentation Basin Detail 2 Culvert Outlet ULLEN U FT SIRE 430(AS M w6e03
}. WHEN WASHING IS REWIRED,IT SHALL H DONE uLLEN BURST STRENGTH 4}D Ib..(ASTM OJ1me)
ON A AREA STABILIZED WITH STONE AND WHICH
C3 Not to Scale C3 Not to Scale DRAINS INTO AN APPROVED SEDIMENT TRAPPING -GTURE STRENGTH t25 IE.(ASTM D75+)(—RD) Cons Nltenti:
D
J J EQUIVALENT OPENING SZE 40-80(US SID SIEVE)
4.PERIODIC INSPECTION AND NEEDED MAINTENANCE cw-ax2+s) GUNTLOW$
SHALL BE PROVIDED AFTER EACH RAIN. ASSOCIATES,INC.
6NOm�s.sLxveraas
ANQ�.:APB AA wra<.-rs
® USE STAKED HAY BALES
IN UNPAVED AREAS. IN Construction Entrance
PAVED AREAS SECURE SURFACE VARIES SEE PUN 3 K
BALES PATH SAND BAGS, TOP CAP-ONE FULL PIECE
6'MIN.DRCNNESS 1•_6.• /�'f NOt t0$CatE
l.J DRIVE SURFACE
1 CURB-PRECAST CONCRETE
CATCH BASIN OR DROP
PLAN VIEW
INLET FRAME AND COVER /4 REINFORCEMENT STONE PAVERS JOINTS TO BE HAND TIGHT
ROD 12' COMPACTED GRAVEL BACKnII MATERIAL VARIES,SEE PUN
STAKED HAY BALES, 9 MIN.UEOM SEE SPECIFICATIONS BROOM JOINTS FULL W"'
rDEPRESSION TO m COMPACTED S10NEDU9i COLLECT TIP. STONEDUST
SEDIMENT WHERE POSSIBLE
/ FILTER FABRIC SETTING BED
/ l�Illflp ��� 11lfulllll I
/ �Iil� IIII E II.
I CEMENT C0�PSI
OIL-ABSOAHANT IN[1*T SE➢IA¢NF =I
CONTROL Sa.T BACK AS COMPACTED GRAVEL
MANVFA('IVRED BY ACF I�I II III Op dill UNC157URBEO OR Z Z
COMPACTED SOIL R�sl ua •T➢sRT � = J-J 1 1—1—!1-1—J—J—IU IIIpcpII�IIIc BASE AND BACNRL.
TO PREVENT BNM1'IXONMEtSTAL OA EpUA1.iO ql Il IIII ''j- ��I���- �'��� COWACIEO SUBGRADE �I cIJ}Ip.¢Iil li I�jI Q I II��c 1115111 I�II�II�c�I' =�n x.1111-ICI •i° 95R NW.DENSITY
PIPING BRABMOVE➢fIPONCbMPLBTION Np2pY-Ihq`° ° -1p�-hT°-BY°-Ili�e_II„-=TIM-`III-II=PI-tl 'I .� -h
of REMOVED
UCTIUN. 4 UNDISTURBED OR
l � COMPACTED SUBGRADE
EXPANSION COMPACTED GRAVFI
RESTRAIN! TYPICAL DRAINAGE BASE,95%MW.DENSITY N i R R _ _-_ c 1= 1= y
CROSS SECTIONAL VIEW STRUCTURE NOTES: COMPACTED SO �I p
WALL OF FIELD STONE WITH DRY BATTERED FACE,HORIZONTAL COURCES PITCHED TO REAR,AT UND6TURBEO OR Itl�III IIdJII Mil�—IO2Ra1 N
LEAST 1 COURSE IN 1 FOOT HEIGHT TO BE FULL THICKNESS OF WALL. COMPACTED SUBGRADE J'•A W
6” 6" N a) L
MIN. MM. 41N. MIN. '^
4 Silt Protection at Catch Basins V'
C3
Not to Scale
5 Dry Laid Stone Wall 6 Stone Patio Area 7 Driveway Edging
C3 Not to Scale C3 Not to Scale C3 Not to Scale
GALV,WIRE OR CABLE.-2 PER TREE
MIN.,EQUALLY SPACED
EVERGREEN DECIDUOUS
112"I.D.REINFORCED
RUBBER NOSE �)
7
v BLACK RUBBER HOSE t
1 LU
NULCH-4'MIN,DEPTH W ,^
av f� 4'SAUCER O \ O
o 12 CADGE CALV.WINE CABLE CUT k REMOV 4
• N GUY 1 Q
Q.
h{ SAFETY FUG `w O U E
o W D PR NTING / i L
RN Ck E PERFORATED PpLY-nLM O
Ay MIN• O
FERTILIZER ROOT PACKET,2 PER ,�RR'�L Z
N
MULCH 4'MIN.DEPTH W SHRUB, -B 0 M 'a V
1'SAUCER II ROOT HALL IS BACKFILLEO
m DISH GRADE _ P
W D PREVENTING
� illll�II EXRTING SUGPApE
Project: loos j
_ � 0 BURUP
j NOTE:PRUNE 113 TOP GROWTH ON Date: 10.1.2014
o P N1IN SO DECIOUOUS TREES W SHRUBS. T n4 Any4
REMOVE ALL DEED CANE. _ i Scale: °=2
E ; V EXISTING SUBGRADE Drawn By: CJ
5 Revisions:
Z m3 FERTILIZER ROOT PACKET,2 PER
1 TREE,R6 'DEES BACNFRLEO 0 ANCMIEN 3-0 9 Typical Shrub Planting
GUY TYPE A GUY TYPE 'B'
NOTE. c3 Not tDScale
_ SCHEMATIC
1) GUY TYPE'A"15 FOR TREES LFw4 THAN CALIPER
2 GUY TYPE'B"IS FOR TREES 3 CALIPER O OR GREATER
u
d
N
8 Typical Tree Planting
es Not to Scale C3.0
a
l
JONES WHITSETT
ARCHITECTS
OMW 0t1W OHW W OHW ----OHW pryyy__
° ° o o c c c
6 6 Grove Street Grove Street ® ® 308 Main street
/ Greenfield MA 01301
W w w w w is s: W T.413.773.5551
AI
8413.773.5552
169 `
170 \ \ \
S
\ fez= , ,v:: I / ` I I Consultants:
GUNTLOW&
CATCH BASIN/t \ ' \ ASSOCIATES,INC.
RIM=189.01 / / ' �Q I I eN rN®ts.suAVSVOas
..`APa ARV'1pT9�T5
INV.OUT 165.0(127 - [ n / QQ.
()0
\ CATCH BASIN
/RIM=160.7
INV. 157.
INV.DUi IN 12
57.0(12') `\ % I I
\ 6U—
fl I T'P. \ I I
EROSION CONTROL \
\ BARRIER,
\
/ \ 164 1 STONE LINED SWALE \ I I to
C
l62 . INN, 156.5 \ I I D CL CIS
\ ' OUTLET CONTROL W t1Q
CHECK DAM STRUCTURE NI \ I 1 L C
/ INV. 155.5 `\ I I tD C
RAIN GARDEN S.F / ( \ I I (b a
ELEV 756-285 S.F. h I \ C
ELEV 757=548 S.F.
ELEV 758=890 S.F. r \ to
TOP OF BERM/WALK= I _]!
W
OVERFLOWIWEIR
ELEV: 157.8
i Grading&Utilities r2 Planting '
C2 1„=z0' C2 V=20
I
o
W N M
O > o
Grading Notes Erosion Control Notes Planting Notes w Z u E
0
rn 1. Prp]e<t benchmark is[....,..],elevation=[sxs.av],a,par topOgmphic survey by[....,..], +. Erosion cal r^I meusure1 11,111 be incorporated in the sequence of construction I. All nursery stock sholl meet m,horticultural standard,of the American Association
e3 [date]. to prevent sediment—laden runoff from leaving the site,and shall,where applicable. of Nurserymen ae[o grading and qualit / I ` L
list of at I...t the 1011owing procedures: y O U ey t'
2. Typical sidewalk/walkway cruse—slope is 1.5x. eon 2. All plant,shall conform to the m ourements specifW6,e.cept that plant,larger �/ 0
p. o.A siltation fence along downnloDe site 1,011611111 Drior to comma cing than those specified may be used'd approved by the Landscape Architect. V
!. All molerials and....true flan method,shall a norm to the construction standard, oM giber work. Fence material shall be Mirafl 140N.Trevira 1127,nor
O Atl apecificilione of the[City/Town]of[...town....)and SM Massachusetts Department of approved equal. 7. All plants ehdl be nursery grown in ccordam,with good horticueurd practices and
Public Walks. ,hall bl grown under climvtic cand'dione similar to those i the project locality for at
D.iemporary border of hoyboles to prevent sediment—laden runoff from leant two yeah.
4. All dimensions,...—iom and la out shall be verified in the 11eid entering tln.A.ge system.
„ by the contractor
And npDrovM by the Land eeape Arc'feet prior to beginning work. 0. Balled Ind bunapold plants(B&B)shall be may d with Me root system as Solid
o New r regraded slopes of J:1 or greater shah racer.,spread at,,e,ntl/or units;root balk shall be f,rmly wrapped with budap.a Contains,grown plants shall not be
5. All new r adjusted monnolee,goo got,,,water gates and water services to be flush led and fertilizer os per plans. New o regraded,lapse of 2:1 or wellsr avail from container Drior to the lime of installation;root system shall De lirmly set
a with rnknetl agrm., .Hall be blanketed wkA Curb.. an control milting,o approved.q1d: in contains. Project: 1405
provide temp—I,,laps erasion rcoeo-d where.eq,i,,d,r 0.1.2014
6. All As.or adi,,kd r . /2'bell.finished grad,. 5 Pi-timg sal lab shall c nest of,von(7)pone loam and one(1)port plan moss Date:
C calm basin ima hall De eel 1 d.FIT and grading shall De treated with elope stadl,zat on seeding or ground by volume,wdh a pH value of 50 to 60.
0 7. Notf the Land,co Architect of crspanc prior cover and hay mdm upon-Anplet on. Scale:
y pe any ills 1,s to construct on. 6 All Ines la be guyed as shown"n detDls b
E e Temporary nayblb,,ken 1ro1ntl each eaten beam to premnt sileobin. Drawn B: CJ
7 All tree.Ind shurbs to race we two(2)fertilizer packets as show^in details. c Revisions:
C 2. All notable and sill lance a and sedimentation checks shall be placed prior
Z to bg nq
enn .—as per the plan and as per the 1pp,.P,;.t.detol epee.fi—on' 8. Pvnting pads to race'.-e 4'depth 1,l pork mulch
1 ]. Wherever haybale or sit fence there are used,they shall be maintained I,good g All plant materel shall be 911—teed to,one fug growing season(one year)aker SCHEMATIC
working condition until ground corer is....b,be,hed. Silt fence shill be pan.dicoliy installation '
ckvned as awry to assure Draper old effect..f—li-ing Hotbak.shall allo be -
'n replaced es.......ry to provide adequate function. 10. Any plant material witch dies turns brown or nespecledly defoliates Dr or to _
S4. Natural..,,.Amon,hail be maned wherever feasible up to In.scheduled start of of ctlpeance of work shall be promptly re ovetl fr0mu the site and replaced with maned.$
.. construction a tivl same s m
y r1,the area Where Doa=tile,dealing shall unmetl ately precede peels, quo.ty sze and meeting all planting easels taboos
Y, nstrueli0n .,1,i er �.F, v . au N .tin --�> v-
act'vilY t t. Pbnhng layout shall be approved by the Landscape Aren,tect pr.,to installation - .. &iZ;m v_ �_.. _ ..
y 5. No Sintai shall be altered into the—I.nds on site,and no erosion of any
bank edge shall be allowed under any circumstancae-
C2.0 6. Soil sWckpiks shall be shaped and seeded with temporary c as per nestling
specificatione or mI stockpiled if d will is hall a delotetl sr winter the downhill
toe—of—lope of ad,tockpiletl wge shall be protected by staked haybdes 1r in fence.
0 10 20 40 60 7. If any questions will regarding erosion and sedirnematien control measures,the
Project Landscape Architect shall be con ult,d immediately.
S
D
•/ 20'FROM
/ YARD SETBACK
PATIO
�J
etC,P!u _ JONES WHff%
d OHW ONw w 0Nw OHw afw STONEDUST WALKWAY;
rp, SLOPE AT WALKWAY;
MAX RED
ARCHITECTS
C G G
eo o
6 __s Grove e e s Grove Street ® ® 308 Main Street
\\ll Greenfield,MW 01301
D r-D D D D W D �—0 D D D D / D
w w _ w --W w w w w T.413.7735551
w m ® F.413.773S552
14-Dri\
Garden 1
\ 2 a0.
0.59 Oc fl. �, \
\ 0.59 rea
\ I /
\\ \ 1 I DRY LAID STONE NE \ 1 1
\ II I \ •� I
' I SIDE YARD
S
SETBACK,TYP
k 1 GUNTLOW&
\ /IOB ! \ _ ASSOCIATES,INC.
J I I I n�xneYSs
1 1 1 a
LAWN I 1
Y ' / PARKING I I
Rain
BLUESTONE \ Garden 1
DRIVEWAY
SLOPED \
J CONCRETE CURB \
STONE STAIR TYP OF ALL EXTERI R \ y
STAIRS \ RaiI 1
den 1 I
It
N C
cia
)% 'I STONE LINED DITCH 1 1 N Q
SIDE RD w ±1_
SETBACK \ I I -0 �l
1 ° J
/ STONEDUST WALKWAY
1 Existing Conditions \ 2 Site Layout Plan V'
C I =zo \ C 1 1"=20'
Lu
\ w N <
Existing Conditions Notes Legend w Z Cu� E
1. Existing cormit;n and topography taken Irom ram sandy by... > : L
2. Prapct eenchmork b... PROPERTY LINE ¢ LIGHT POLE O U m
O
3. Locations of underground uarBee are shosn In on approximate say,hosed only on—iloble -———————————- ONE-FOOT CONTOUR -.- SIGN Z
record data. Additional alnitie,moy e.let. _ _ __ — — _ FIVE-FOOT CONTOUR UTILITY POLE
Pro,to mwaion, contractor shat call'Dip Sole"at$11 and nova all utilitial marked on the TREE LINE GAS VALVE
ground. The contractor shall be responsibie for determining the...d location of all existing utilities DQ
MHere commencidg work. Ths c ntroclor ognn to W luny—Partlible for anp1 and all d—lust APPROX. WATER LINE WATER VALVE
hicM1 mlghl ee oe;an"by hither laII to e. lly locale d preserve Y d of ubldish. W DQ
�-y- APPROX. GAS LINE FIRE HYDRANT Project: 1405
D APPROX. DRAIN LINE ® DRAIN MANHOLE
Date: 10.1.2014
S APPROX. SANITARY LINE ❑ CATCH BASIN
--------------- OVERHEAD WIRES S SANITARY MANHOLE Drawn By: 1_20
JDS CJL
EROSION CONTROL BARRIER �a a RBVI5100a:
WORK LIMIT LINEF
SCHEMATIC
. � �. Al .r. �
C 1.0
_�' 0 10 20 40 60
Describe Planned Use:
The Grove Street residential development is a proposed 4 unit condominium development offering
an efficient, modernist alternative to the local housing market. The design maximizes the
relationship of each condo unit to a private outdoor spaces,views of the Holyoke Range and the
adjoining bike path,all within walking distance of downtown Northampton.
The project includes two principle buildings consistent in size to the neighborhood's typical single
family homes as allowable under Northampton's revised zoning rules. Each building is made up of
two-single story units, an upper and a lower unit. A gravel drive, covered parking area,and a
system of paths create an informal courtyard connecting the four units to each other and relating
them to Grove Street.
In plan,the design is efficiently organized to allow homeowners the advantages of a two bedroom
apartment but with the advantages of a single family home. The site enjoys views of the Holyoke
Range to the south and east, mature shade trees for solar protection in the summer, and a series of
rain gardens and vegetable gardens to encourage site self-sufficiency. Each unit enjoys its own
outdoor deck.
The design demonstrates current European passive house building techniques,including a foam
free, 15 double stud wall assembly, a highly efficient mini-split cooling system, decentralized
ventilation system and an optional pellet stove for source heating.
10. Do any signs exist on the property? YES NO
IF YES, describe size, type and location:
Are there any proposed changes to or additions of signs intended for the property? YES NO
IF YES, describe size, type and location:
11. Will the construction activity disturb (clearing, grading, excavation, or filling)over acre or is it part of a common
plan of development that will disturb over 1 acre? YES NO
IF YES, then a Northampton Storm Water Management Permit from the DPW is required.
12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION
This column reserved
for use by the Building
Department
EXISTING PROPOSED REQUIRED BY
ZONING
Lot Size
Frontage
Setbacks Front �`► �0►
Side L: R: L: LA' R: L: R:
Rear ��� %IV
Building Height v
Building Square Footage
L F 3 3 4 s rr
Open Space: (lot area
minus building Et paved
parking V L r_
�O F
#of Parking Spaces
t
#of Loading Docks
Fill:
(volume Et location) � ��'
13. Certification: I hereby certify that the information contained herein is true and accurate to the best of
my knowledge. �J
10 LL
Date: Applicant's Signature
NOTE:Issuance of a zoning permit does not relieve an applicant's burden to comply with all zoning
requirements and obtain all required permits from the Board of Health,Conservation Commission,
Historic and Architectural Boards,Department of Public Works and other applicable permit granting
authorities.
W:\Documents\FORMS\original\Building-Inspector\Zonirg-Pennit-Application-passive.doc 8/4/2004
f
401
File No.
"° yam ERMIT APPLICATION 01o.2)
Please type or prM- all information and return this form to the Building
Inspector's Office with the$15 filing fee (check or money order)payable to the
City of Northampton
1. Name of Applicant:
Address: Lt 3 \. \,-*<CVLG ( N Telephone: �l 3 -615 °3 3 1" I
2. Owner of Property:
Address: Telephone:
3. Status of Applicant: Owner � // Contract Purchaser Lessee Other (explain)
4. Job Location: 1018 G"G; 54 e<?i �0 VA ft%?ja)ri
Parcel Id: Zoning Map# �J�G. Parcel# Ur to District(s): V rL3
In Elm Street District In Central Business District
(TO BE FILLED IN BY THE BUILDING 4> DEPARTMENT) F
5. Existing Use of Structure/Property: , ��1 •V J�,
6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary):
S� PS kAACAA P
7. Attached Plans: Sketch Plan Site Plan Engineered/Surveyed Plans
8. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO DON'T KNOW If YES IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO DON'T KNOW YES
IF YES: enter Book Page and/or Document#
9.Does the site contain a brook, body of water or wetlands? NO DON'T KNOW YES wtma.„A
11-01FR-sl Io,
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained Obtained date issued:
(Form Continues On Other Side)
W:\DocumentS\FORMS\original\Building-Inspector\Zoning-Pennit-Application-passive.doc 8/4/2004
File 4 MP-2015-0034 to o T6
APPLICANT/CONTACT PERSON VOLZ BRUCE
ADDRESS/PHONE 43 WINTERBERRY LN (413)695-3314()
PROPERTY LOCATION 108 GROVE ST �` h�
MAP 38C PARCEL 010 001 ZONE URB(100)
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out
Fee Paid
Typeof Construction: ZPA- CONTRUCT TWO(2)FAMILY STRUCTURES
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure _
Building Plans Included:
Owner/Statement or License
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFORMATION PRESENTED:
Approved Additional pen-nits required(see below) �*
PLANNING BOARD PERMIT REQUIRED UNDER : § +
Intermediate Project : Site Plan AND/OR Special Permit with Site Plan
Major Project: Site Plan AND/OR Special Permit with Site Plan
ZONING BOARD PERMIT REQUIRED UNDER: §
Finding Special Permit Variance*
Received&Recorded at Registry of Deeds Proof Enclosed
Other Permits Required:
Curb Cut from DPW Water Availability Sewer Availability
Septic Approval Board of Health Well Water Potability Board of Health
i/Permit from Conservation Commission Permit from CB Architecture Conunittee
Permit from Elm Street Commission Permit DPW Storm Water Management
Signature of Building Official Date
b
Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning
requirements and obtain all required permits from Board of Health, Conservation Commission,Department
of public works and other applicable permit granting authorities.
* Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact the Office of
Planning&Development for more information.