VH-TCB - LOT13A_permit set-L.7rev12.26.171
T
L
J
H
G
F
E
C
21 3
4" THICK
CONC. WALK ��
SEE DETAIL 1/8,2
GRASS/SWALE AREA
0
6" THICK CONCRETE WALK
FLUSH WITH TOP OF CURB
SEE DETAIL 3/L.6
�aACK
BIT. CONC. DRIVEWAY,
SEE PLAN FOR WIDTH
GRANITECUPB
RADIUS, TYP.
RAMPED SECTION FROM _
STREET TO FLAT AREA
STREET/CURB LINE
1 Sidewalk at Driveway 0 enin
L.7 not to scale
1
STREET LIGHT
SCALE: 1" = 3'
4 Street Light.
L.7 not to scale
2
GLASSWER<5 PRAGUE F_ATGLASS SERI -__S L.MINAIR=
RIBUTION
00<
1 FC
' H OTO M ETR I CS
-C = FOO -CANDLE
SCALE 1"=40'
3
0
51 61 7
8'-0" O.C.
5/8"x71/2" BOLTS
COUN-ERSUNI< 3" x 10" RAIL
VANDAL PROOFED
8" x 8" POST
FINISH GRADE
11111=11111=11111=11111=11111= 11111=11111=11111=11111=11111=1V11=11111= III=1_ I_
11111-11111-11111-11111-111 —111 -11111 -VIII -11111 -6111 -VIII -11111-11111-111
=0 0 80 1111 NOTES: g0° o
1. ALL WOOD TO BE PRESSURE TREATED, _ 000
III II Op IIII SELECT PINE GRADE 'TOR BETTER 11111 Q
2. ALL HARDWARE TO BE GALVANIZED
Oo Oo 0 1111 3.5CT POSTS 3' 6" DCCP IN WELL -11111 O O0o �d�
(IIII 11 TAMPED GRAVEL BACKFILL
6 6
2 Wood Guardrail
L.7 not to scale
NOTE: DO NOT STAKE OR WRAP TRUNK
* EACH TREE SHALL BE PLANTED SUCH THAT -HE TRUN<
BASE FLARE 15 VISIBLE AT THE TOP OF THE ROOT BALL. DO
NOT COVER THE TOP OF THE ROOT BALL WITH SOIL
MULCH RING; 6' MIN. DIAMETER.,
2" DEPTH; DO NOT PLACE MULCH IN
CONTACT WITH TREE TRUNK
FIN. GRADE
"'= III II -VI Il-bl II-III II
° VIII -
III a
o —
IV
DO NOT HEAVILY PRI AT PLANTING;
UNE ONLY CROSSOVER UM3S, CO -DOMINANT
LEADERS AND BROKEN OR DEAD BRANCHES.
ME INTERIOR TWIGS AND LATERAL BRANCHES
AAY BE PRUNED; HOWEVER, DO NOT REMOVE
THE TERMINAL 3U CIS OF 3RANCHES THAT
EXTEND TO THE EDGE OF THE CROWN.)
MARK NORTH SIDE OF THE TREE IN THE NURSERY,
ROTATE TREE TO FACE NORTH AT SITE, IF POSSIBLE
SET TOP OF ROOT BALL 1"-2" ABOVE FIN. GRADE
"I A
BEYOND EDGE OF ROOT BALL
REMOVE ALL TWINE, ROPE
® AND BURLAP FROM TOP
PLACED AS ROOT BALL I5 III I _ 1/2 OF ROOT BALL
BACKFILLED =II IF APPLICABLE: CUT WIRE BASKET
VIII— — IN 4 PLACES AND FOLD DOWN 8"
IRI_ I� _IIII —,1 _ INTO THE PLANTING SOIL
TAMP SOILAROUND ROOT BALL FIRMLY IIII I—"" II III II PLANTING SOIL
WITH FOO- PRESSURE 50 THAT ROOT BALL YI V II O UNDISTURBED OR
DOES NOT SHIFT COMPACTED SUBGRADE
1. PLANTING OPERATIONS & REQUIREMENTS SHALL BE IN ACCORDANCE WITH
THE AMERICAN STANDARD FOR NURSERY STOCK (ANLA; CURRENT EDITION)
2. ALL PLANT MATERIAL SHALL HAVE ATWO (2) YEAR GROWTH WARRANTY
3. STREET TREES SHALL CONFORM TO THE AMERICAN STANDARD FOR NURSERY
STOCK (AN LA: CURRENT EDITION)
5 Tree Plantin
L7) not to scale
5
7
Oo 0.0 00
SEE PLAN FOR WIDTH
1-1%1" rIA.
RAI L
SUP"ORTWELDED
TO POST AND RAIL
SECTION
10
3 Concrete Ste s
L.7 not to scale
SEE PLANS
TEMP. SNOWFENCING
TYP. MIN. UNDISTURBEDAREA
SEE SHEET L.13 FOR LOCATION.
OTHERWISE SEE TABLE 6.1 FOR DISTANCE
NOTE: ALL TREE PROTECTION SHALL BE INS-ALLED
PRIOR -0 DEMOLITION.
Me G 1 ThER $eSHiufinn Giudelu ei as Pahhfhed $ e ids S "ienr at AdancuLture
eciesT&wwu-e liee JiEe *
Li &M—P from RMMI
et ermdrtriuk MAnietoo
Cvod youngb.5
Cv od Ldatin
O F A
Goad Qvearatiae
1
Fai i
O.F1
Far Ldat, R
1
Fat DsrearAture
1_2i
Pa Q¢ i
1
Ao m Cloture
1_2i
Po r¢ ❑veurause
1.5
" A yo m rtree s a In a tltathas use d les a th m 1 X4 of as rfe a ap a cnn cy. .
A r mvm tree is a u e e thathas used M to 314 of is lie exp act n cry _
An ove=ture bre a is a tie e thathas us e d mode than 314 of is lie e NQ e aero
.
5ydior. and Hell'sn•arn, R., Oh'oState Universiy. Trees and Home Constrt.cctio1; Mirimizing the Imaact o-
Const,uction Act vitt' on Trees. (electronic version). Obtaired October 3, 2004 from http://ohloonline.osu.edu
NOTE: ALL TREE PRO-ECTION SHALL BE REVIEWED BY THE CITY TREE WARDEN.
OR ITS DESIGNEE, PRIOR TO ANY EXCAVATION
6 Typical Tree Protection
L.7 not to scale
:
0
10
RO RAD. TLP.
/I ROUNDA_LJOINTS
SMOOTH
1 1/2" Q.D. PIP= RAIL W/ ONE COAT
PRIMER ANDTWO COATS BLACK EPDXY.
CONTRACTOR TO SUBMITSHOP DRAWING.
1-_/2" SQJARE POST W/ 1/2" SPACER.
APPLY ONE COAT PRIMER & TWO COATS BLACK EPDXY.
CONTRACTOR TO SUBMIT SHOP DRAWING.
CONC. STEPS, 4000 P.S.I.;
#4 BAR EACH NOSING, 1" MIA. COVER;
45° CHAMFER EACH NOSING, TYP,
E0. EQ.
2% TYP.
a
O WALK, SEE PLAN FOR MATERIAL
;•' r o O 2" I.D. GALV. SLEEVE W/HIGH
0
O < . 0� DENSITY GROUT
000
°o =1 I
o0oOO a o IJ III
III III CONCRETE FOOTING, 3000 PSI
=IIII— 00 °
IIII=III II
°
oho g �
(IIII— O
=ISI 0 o
IIII /� ° 8" MIN. COMPACTED GRAVEL BASE
-VIII
0,0O
=11111-11111 II= UNDISTURBED OR COMPACTED SUBGRADE
#L BARS, 12" 0. C.
#4 BARS, CONTINUOUS
WOOD POST, 8'-0" O.C.
I
2" x2" x3' STAKES,
FILTER FABRIC STAPLED I 2 PER BALE
TO POSTS, FABRIC TO
BE BURIED IN TRENCH ; HAYBALES
FLOW
d — Aitn IIII Uiii�I I�
6"x6"TRENCH— — UNDISTURBEDSOIL
WITH BACKFILL III I
NOTE: SILT FENCE -0 BE ERECTED WITHIN THE LIMITS OF
THE SILTATION AREA ADJACENT TO THE HAYBALES
7
Erosion Control Barrier
not to scale
L.7
EXIST. GROUND
40' min.
PUBIC ROAD
R"mi r. oO o0 oO o00 .0000;
°O -W
o°O -000W
oO ooO Cb
III1I=1111=11111=III1I=11111= III1I=1 11=11111 IIII —11111=11111=11111=11111= III1I=11111=_
—.I►111—I►111—ISI �I—I►111—I►111—ISI �I —I►I �I-1� 11-1� I —I►111-1111—ISI II—.ISI 11—.ISI 1I—ISI 1I
STABI_IZED CONSTRUCTION ACCESS NOTES 2"-3" WASHED COARSE
AGGREGA-E
1. DIMENSIONS: WIDT+ 1S' FLAREDTO 25' AT ROADWAY
LENGTH: 40' MIN. GEOTEXTILE SEPARATION FABRIC
GRADE AND CROSS SLOPE: 2% FOR FULL WIDTH AND LENGTH
2. CLEAR ACCESS OFA_LVEGETATION. ROOTS, AND OTHER OB.ECTIONAL MATERIA_.
3. GRADE THE ROAD SUBGRADE SO THAT THE ACCESS WILL NOT DRAIN OFF SITE.
4. MAIN -AIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD, SEDIMENT, ETC. FROM LEAVING THE SI -E. SHOULD MUD/SEDIMENT
BE TRACKED OR WASHED INTO THE PUBLIC ROAD IT SHALL BE REMOVED IMMEDIATELY.
8 Tracking Pad
L.7 not to scale
11
12
13
13
NOTES
DO NOT SCALE DRAWINGS.
1 Revisions to MassDev comments 11/16/17
2 Revisions to City comments 12/26/17
No. REVISIONS/SUBMISSIONS Date
A V I S 240A Elm St.,
S Q U A R E Somerville, MA 02144
617.628.5700
A R C H I T E C T S vw,w.davissquarearchitects.com
Consultant
The
Berkshire
Design
Group, Inc.
L Alm Plac::, Northa-np-,on, Massachusetts 0'C60
Landscape Architecture 1413}582-7000 • FAX 1413}582-7005
Civil Engineering
Planning Emo l: bdgtube•ks-'•edesiI
Land Surveying Wcb: http:/; www.bcrkshircdcs gn.cam 1
Project NORTH COMMONS
LOT 13A - VILLAGE HILL
NORTHAMPTON, MA
Title SITE DETAILS ®v►
"'OjDesigr :d Drawing No.
tJU6
Checked
PHW
Project No.
17031.00
J L07
Scale
as noted
Date
2017-12-04
U
U
N
L
U
Q
m
U)
U)
co
0
r -
CD
CV
L
LM
0_
0
U