12C-127 Cloverdale Extension Planing '02Definitive Subdivision
Northampton, Massachusetts
Prepared For:
Sabra Partnership
284 Locust Street
Florence, Massachusetts
Prepared By:
^
T he
Berkshire
Design
NEW Group,lnc.
Landscape Architecture
Civil Engineering;
Planning
Urban Design
Environmental Services
4 Allen Place Northampton, Massachusetts 01060
Phone (413) 582 -7000 Fax (413) 582 -7005
0
Parcel Location
SPRING GROVE a
CEMETERY
R
SA
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tt �St GPR pL`(�`�
Ni
W
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a �
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BRIDGE RD
eR ��c
F RO
Locus Plan
N.T.S.
Aerial Photo
N.T.S.
Approved , subject to covenant
conditions set forth in covenant executed by
dated , and recorded in the
Hampshire County Registry of Deeds,
Book No. , Page No.
D,
te 41
A 20, 2002
Sheet Index
1 Plot Plan
2 Existing Conditions Ll
3 Overall Site Plan L2
4 Roadway Layout Plan L3
5 Plan &Profile L4
6 Planting Plan LS
7 Details Plan L6
Set No.,
00,10
EXG 8" SEWER LINE
ASS STATE PLANE (NAD83)
COORDINATE SYSTEM
N 900325.32 (METERS)
E 103724.03 (METERS)
BIT CONC. APRON
MASS STATE PLANE (NAD )
COORDINATE SYSTEM
N 900291.85 (METERS)
E 103733.23 (METERS) ,
-2 +28 -2 +00
I---- - ---i - —
CLOVERDALE STREET
8" D.I. WATER LINE
BIT CONC. CURB
wjt E.T.0 E T C.TV
00 8" CLAY SEWER
4
w -
12" FLARED END
EX. UTILITY POLE
W/ STREET LIGHT
-11+00
—
S
IRON PIN SET
El
FOUND CONCRETE BOUND
SMH #8
SMH #7
RIM = 279.53
RIM = 278.58
CL =264 23
CL= 264.93
INV. IN 8" V.C.= 270.40
D
p MASS STATE PLANE (NAD83)
r - COORDINATE SYSTEM
O
N 900299.74 (METERS)
W E 103750.03 (METERS)
m
rn
SWTC #1
RIM 267.5
INV IN 264.48
INV OUT 264.38
6" SEWER
STUB W/ CLEANOUT
W/ RIP RAP PAD
INV 263.88
INFILTRATION
TRENCH__'
7'� C TV
1 +.00
tO °
°
O o► °
Z � °
o �
O
MASS STATE PLANE (NAD83)
COORDINATE SYSTEM
N 900337.20 (METERS)
E 103771.31 (METERS)
i
►
i
I
►
►
I
i
i
i
I
CD
� 1
Cl)
1
I
I
I�
CO
SEWER
UB W/ CLEANOUT
1
cis Mt
DOUBLE GRATE CB
RIM 270.36
INV OUT 266.36
SUMP 262.36
► FIRE HYDRANT
BIT. CONC. APRON
STREET LIGHT
\ GAS MAIN
ELECTRICrTEL
CABLE/TV
6" S
STUB W/ CLEANOUT
BIT. CONC. APRON
NOTE: COORDINATES PROVIDED BY HAROLD EATON
ASSOCIATES, HADLEY, MA.
Plan
Scale: Horizontal Scale: 1"=40'
280
276
272
268
264
260
256
DATUM E'LEV
255.00
Profile
Scale: Horizontal Scale: 1"=40'
Vertical Scale: 1"=4'
THIS RECORD DRAWING WAS COMPILED FROM FIELD
MEASUREMENTS PROVIDED BY DIETZ CONSTRUCTION
CORPORATION AND FROM A PLAN ENTITLED' AS BUILT PLAN,
CLOVERDALE SUBDIVISION, NORTHAMPTON,
MASSACHUSETTS,' DATED OCTOBER 29, 2004, (revised
coordinates - December 2004) PREPARED BY HAROLD EATON
ASSOCIATES, HADLEY, MA.
THIS INFORMATION HAS BEEN REVIEWED & AMENDED BY THE
BERKSHIRE DESIGN GROUP, INC. AND IS BELIEVED TO BE
ACCURATE AND COMPLETE.
0 10 20 40 60
1 71 � Old/
/ 1
\� \ �
\�
\� B UFFER ,
C�
O�
0
UFFEg /
10' WIDE /
aEDESTRIAN EASEMENT
X C2
CONSERVATION RESTRICTION - )11 / / // '
BOUNDARY
LEGEND
o
FOUND IRON PIN
O
IRON PIN SET
El
FOUND CONCRETE BOUND
■
GRANITE BOUND SET
o
UNMARKED POINT
®
SEWER MANHOLE
®
CATC H BAS I N
®
WATER GATE
0
UTILITY POLE WITH STREET LAMP
Scale:
AS NOTED
SEWER CLEANOUT
y
GUY ANCHOR
S
UNDERGROUND SEWER LINE
....... ..._ .. ...... ...... ...... ....... ....... ........ . ....... ....... .. .......... ..... .......... . .......... ........ W—
UNDERGROUND WATER LINE
284 :. :. ........: :. :... .... .. :....... :........:.........: ........ ..................:.... ....... ......... ...:..... :........: G
UNDERGROUND GAS LINE
E
UNDERGROUND ELECTRIC LINE
TRANSFORMER
®
UTILITY BOX
. _.... ................... ....._......._..... .............. .......
FIRE HY DRANT
TRANSITION POINT
OF CURB TYPE
SLOPED GRANITE CURB
TYPE SB
4' WIDE BIT. CONC.
SIDEWALK
GRANITE CURB TYPE VE
BIT. CONC. APRON
6" SEWER
STUB W/ CLEANOUT
STREET LAMP
STREET TREE
The
Berkshire
Design
Group, Inc.
Landscape Architecture
Civil Engineering
Planning
Urban Design
Environmental Design
4 Allen Place, Northampton, Massachusetts 01060
(413) 582 -7000 • FAX (413) 582 -7005
Email: bdg @berkshiredesign.com
Web: httpWwww.berkshiredesign.ew
Cloverdale
Extension
Northampton, Massachusetts
Plan
Applicant /Owner
Sabra Partnership
284 Locust Street
Florence, Massachusetts
Revisions
12/8104 COORDINATE SYSTEM
Date:
November 15, 2004
Sheet Number
Scale:
AS NOTED
Drawn By:
AS
Checked By:
MBD
-2 +00 -1 +00 0 +00 1 +00 2 +00 3 +00 4 +00
2 3 4 5 6
Lot 2
Lot 1
Lot 3
_
T3 -01
A . A,
KN
.
SL 1
hU -11�
4 pos s
Lot 4
PRIMARY ONE LINE DIAGRAM
T3 -01
25KVA
120/240
\/\/V
P3 « 1 -2 /c #2 AL
10K�
M
Int
A
6
LEGEND
2 -3" PVC UNDER SIDE WALK WITH 1- 2 /C —J2 15KV AL
2 -3" PVC UNDER SIDEWALK WITH 3/C -4/0 SECONDARY
2/C #6 COPPER IN V PVC PIPE FOR STREET LIGHTS
0 EXISTING POLE
(SHHX —X) SECONDARY HANDHOLE W/ SEC. BUS SIZE
(PBX) PULL BOX
TRANSFORMER AND SIZE
STREET LIGHT
---- s — CUSTOMER SERVICE
Massachusetts Electric
A National Grid Company
Western District, Northompton
a�
Cloverdale URD
off P3 Cloverdale Street
Northampton
Scale: 1" =40'
Desiqned by: pin
Date: 5/2003
Drawn by! rdt
LE
1 3 1 4 5 1 N3H -464
t
MARILYN JAY HENDRICKS &
172C '
126 CITY C
- - RICHARD A. HAGS
� A. W ET�,EN:T.�.. : LERK NOTE
LSTEIN .
rn - 26 B. 3638 P 307..:.:: w LEGEND
``_ _ .31 • P / I HEREBY CERTIFY THAT NOTICE OF APPROVAL OF THIS
268 (B PB. 168 P. 81 PLAN
BY THE PLANNING 4 8 IN
G
� BOARD H
8 A
� n 8 � p 9 � � BEEN RECEIVED
/f q 2 '- ��- ��- ---�--•�••��=•�� ��'���••• • AND RECORDED AT
q� LEO L ) :: :. i y THIS OFFICE AND THAT NO NOTICE _ _ WIRE FENCE
N,q Eq s x
t�j B 5 G O ; = , w s OF APPEAL WAS RECEIVED WITHIN TWENTY DAYS AFTER
52 j " 4 • S . , .;:::..::.. o
s' SAID FILING. O IRON PIPE FOUND
6 6-40 3 n/f 2 �i , ON ROD TO BE SET
6 E MARK DAVID GRIFFIN � y El STONE OR CONC BND FND
F CITY CLERK.
B.5119 P. 86 `s�, s , \ ■
N 01 . o a- CONC BOUND TO BE SET
�s s�
02 36 • -� i ;,/ ,.Aim O , q!gT,tij�r i , r - ,+ 12C -121 / ��-9 DATE. 1, UNMARKED POINT
_ 26 -� '�'i Dy .��� ; =� ;� 845' CEP - ' J
,\' .\ ; J - / / - i WgTE� T /� ,"�� , ; �' i / UTILITY POLE
- - -; - - - - - - - - 4� • 2 ` �", p -� PROP,�� V� / TF= TOTAL FRONTAGE
G�'L ,lRlE } Q�4�
SEWER MANHOLE
5.3
IN 4 ' iQS'� p W WATER LINE APPROX.
- ` �'� _ _ "'�• �X /8r l�� �'- / ; " / `� p • j d�� SEWER LINE (APPROX.)
a' N -?0 33;; _ 6= � *� ?%____1 � - /--� O/� - - " ' R`� j /� / c�� . C, J2C -121 ASSESSORS MAP -LOT NUMBER III
14 5 4 - /, , 75 /p , -` ,-
8 . ,32 -. - ; - S9- . f - (1 , .,
84
�qL
- -•.._ O yi, -114_ - ;� - �_ . , . � ->V � 3 j'i -� > / '�
40.8 8 o
C7' 301.95. T 1 63 6,3'
( 84
0 - 169 Acres 0� cr-
TRACT
AREAS
1
84 4
SQ.
FT.
2
845
SQ.
FT.
3
845
SQ.
FT
4 1
841
SQ.
FT.
5 1
764
SQ.
FT.
7, 346 - 57 .57' � � � � - ' �/ - r �L�'p � - ,': � /"'r' - - � � u s �
NOT A SQ• FT n/f R-90 0 -/ '�. / /' / /�. �s ' 0 2 e TRACTS 1 - ARE NOT BUILDING LOTS, AND
BU /LOIN NELSQ/� J 0 �� % / -� l�1 ARE TO BE COMBINED WITH ADJOINING
TO gE' G LOT & ` - j/; '- - G LOTS
- COMBINED yyjTH AD ' AND is ANGELINA ON RICK DR/V EORC
J M. !'RA MI NED WITH LOT 4.
COMBINED
O/NER 12C- 011 B 1282 P 457
OR COMBINED WITH L
/ 0
OT 2 ..........
/ SUBDIVIDER: OWNER:
Sabra Partnership
John F. Skibiski Jr.
_ -_____ / - / " (.Z �= 6' ' ti ��,
MASS STAT 284 Locust Street Skibiski Real Estate
E p �_ : /- - �, - %'' J - ..�� q �� �' - �- • �0 / ti Florence, MA 01062 PO Box 381
LA
i _ // / �� /� i � 9 -°, " /' /��•- ��- 6 �h r' L � Northompton, MA 01061
COORDINATE NE (NAD83) O v
Q
SYSTEA,1 LQ ��- �� ' o . / C�
B. 1753 P. 58 Pcl 18
N 208' 69
i r , �/- S ;
2954 � i ' j, / -; - // J .- ' / � .- �. - � , : � Assessors Map 12C Lot 15
E 33967 .02 f n / - -� - 4 , o c
/ / / i / r ',i " �, ; - �''" s Reference Plan B. 88 P. 92
NORMAN J. &
MAUREEN ROBERTS
B. 1377 P. 227
�/' i i - -e °�'- . ,� / SUM OF LOT AREAS - 331, 697 SQ. FT.
/ . - ' ; �'r / i ���'o / _P_ o - r'� _
� "�" �..�: .'� ROAD AREA 23, 515 SQ. FT.
J 2C- 013 TOTAL AREA = 355,212 SQ. F7:
(8.155 Acres)
0 A .�ZQT 1� -/� f 60, !� , ; �� `9 , / j► ma �`, F` OF
S / p M
\'' . s' MARK ty
/ i / D.
\ '
ANN
n
f X35384 y
RICHARD WOOD, JR & '? 9 a
ROBERT WOOD & • '� o
u�
KATHLEEN BARANOSK! / i j -� � / /� -,�% - � / - , •o �/, � y -9,p �,
B. 6165 P. 231 / / S
D n .s r • _ �� i /i . / r , i j �s
12C -014 l - ---�" - -r't �• > > L � ° 0
LOT 1 0��
1--- 0 1.837 Acres '�� a /" : %- 10
_ _---- 80, 033 SO. FT. / j / r F -9 0 o,
o L-33.22 o d"
� ^� � �, . o , �� � ` te • � 'sJ F�°�
1.839 Acres R =30. l ti� �� �� ° ,'5 -�
m 80, 087 SQ. FT. ' a 6'•`�i '�',� 6, °• �° • ��F,p
CL N ,
APPROXIMATE _� � ' � o �'� � ��o ''�/ -�' � � � � �
LOCAT /ON -� .0p n f s oo OF
ROBERT E. & SEWER LINE PER 9 s'S,
DPW MAP 2--,3- 4 6
ALICE A. MUNSON
B. 1307 P. 125
\ PROPOSED J .h % �' 'o `-� - ' i / v Q o- i o
12C -D 16 0 �= '
s SEWER EASEMENT T Qi
0
N 74'03'33" E ----- � ' �' / � � �1 -�C- ' `�
- - -r 182.06' �h o �
\ / LOT 3
----------- - - - - ---------------------------- - �� -�,�.
------ - - - - -- - - - -- -- `�'-- -a O ' ' °� -'� ��
S S ' , o .837 Acres -
64.75' � A p 80, 015 SQ. FT. ,p 76.50 �, �' / - % "
C v 10
2 -A
-- - - - - - - - S 74'03 33 - 141.25' (TOTAL)
CO
FRANK & s �o � � o � M ' � _
' I
MARIE J. WOOD •0�' � ,. - ,. ,, - -.
B. 1199 P. 407
TRACT 1
z
90. 0
85 JX
u 7 , 7 ' J7 ,3 0' \ O
,
n/ f
i
ROBIN J. & � o � °'
CHRISTOPHER J. SMITH w t` N , �G 0 o_
B. 4639 P. 286 Z a Oh h00 `ti Q
PROPOSED N�
o ° 1
[ 1: : 2:C7- _ O 17 ,
a -4 W �--- � Q LOT 4
N STREET �� °
"' 1.838 Acres
(formerly FRANK &MARIE W000) � � � �
W 4' ' N 74 " E
d a6 W ; L=36.20' 80,0 74 SQ. FT.
Q) R=23. 51
v c6 � CLEN = 32.73' Q'
/-
W ; BRG= S 28 15 " W
►� W ; 29 �, � /�0 MASS STATE PLANE (NAD83) oa
C_ ; 5 ( COORDINATE SYSTEM
' 1�� k� 60 N 2953703.42
z '? ,1 E 340383.1 1
SEE
DETAIL
��.
Q) SETBACK LINE
363.69 N 74 z_
' ' 1326" E --; ° - �' ; 10.00' \
0 421.22' 390.00'
/i
NORTHAMPTON
y LOCATION MAP
i
i
N,
N,
n/f
GEORGE W. STAPLES, JR. &
GERALDINE C. STAPLES
B. 2045 P. 67
PARCEL I!
p/o 12C -103
N.T.S.
P
NOTES
1) THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF A
TITLE REPORT AND IS SUBJECT TO ANY AND ALL RIGHTS
AND ENCUMBRANCES THAT SUCH A REPORT MAY DISCLOSE.
2) MASSACHUSETTS STATE PLANE COORDINATES WERE DERIVED
BY UPDATING THE VALUES SHOWN ON PLAN B. 88 P. 92,
AND CONFIRMED BY GPS ON SEPT 4, 2002.
PLANNING BOARD
NORTHAMPTON, MA
APPROVAL BY THE PLANNING BOARD UNDER THE
SUBDIVISION CONTROL LAW IS REQUIRED
DA TE:
SIGNED:
APPROVED , SUBJECT TO COVENANT CONDITIONS
SET FORTH IN COVENANT EXECUTED BY
DATED , AND RECORDED IN THE HAMPSHIRE COUNTY
REGISTRY OF DEEDS, BOOK NO. , PAGE NO.
l REPORT THAT THIS PLAN HAS BEEN PREPARED IIv'
CONFORMITY WITH THE RULES AND REGULATIONS OF
THE REGISTERS OF DEEDS OF THE COMMONWEALTH
OF MASSACHUSETTS.
MARK D. ANNIS
REGISTRA TION NO. 35384
� 12C -015
390.00 12C -103 \
S 74'2651 " W --
1
S 74'37'01 " W
I I 6.43' I
t � I
12C -059
12C -058 I N I
z DETAIL
SCALE. 1 " = 10'
n/f
GEORGE W. STAPLES, JR.
GERALDINE C. STAPLES
B. 2045 P. 67
PARCEL I
p/o 12C -103
S 1 5'41'0,3" E S 74 51 W 400.00' (TOTAL)
cv -' S 74'0958" W 431.26' (TOTAL) 10.00'
Z
40.01'
DO \ /
n/f S 74'21 '39 " W n/f ( n f
I f
CHRISTIAN F. & ALEXANDER E. & / n/f I n/f n/f r n f
n/f KATHRYN D. SCHMIDT, ::::: ISABEL E. DUSSAUL T UE LEIBOWITZ MARTHA W. ZORN & REBECCA GAZZILLO SHARON C. MEHRMAN BARBARA M. CUSHING
PETER AND PAUL CEMETERY B. 3640 P. 82 B. 1477 P. 437 3616 P. 36 NICHOLAS J. KACHULIS B. 6054 P. 231 & SARAH T. DUNTON B. 1552 P. 465
�+-
B. 861 P. 221 �V
2 � 12C -051
12C -050
72C -053 I
�a1
v
� V. 0Jv0 r. zyv I 12C -057 I B. 6034 P. 292 I B. - -- 12C -059 --
12C -056 12C -058
PLAN BOOK 28 PAGE 7
PLAN BOOK 30 PAGE 6
tn — snt det.dwg
72C -O55
SCALE: 1` = 40'
40 0 40 80
DEFINITIVE SUBDIVISION
CLOVERDALE EXTENSION
SURVEYED FOR
SA BRA PARTNERSHIP
NORTHAMPTON(Hampshire Co.)MASS.
SURVEY.• FEB -MAR, 2002 P[,4n1: SEPT 5, 2002
COMPS: RR DRAWN: RR JOB NO: 02 -04
ROBERGE ASSOCIATES LAND SURVEYING
27 MOHAWK TRAIL 283, GREENFIELO, MA 01
413- 772 -2801
3EE PLAN FOR CURBING
3EE DETAIL
• llllnuln11 fill
111rlllllllrrnllunuu '
• . I /f / / / /s / / / / / / / /f1 ■ ■ ■ ■ ■ ■ ■■/ ■ ■/ ■■ •� • i S • •
Illllllllllllllllll : f// 11111111.11111.1111111.11111•• 11111. 1111111' ll��l. lll�f ■ ■ ■ \/ ■ ■ ■ ■ ■ ■f�111111111111111111 �• � •• •• •
��.. • •� • • �• •
�� �■■■■.If� /■ •�
ll' -
1
L6
RITIIMINOUS CONCRETE CURB
TYPE 2, MHD STANDARD
BITUMINOUS CONCRETE WEARING COURSE
(MDPW STANDARD CLASS I, TYPE I -1
BITUMINOUS CONCRETE BINDER COURSE
MDPW STANDARD CLASS 1, TYPE I -1
COMPACTED GRAVEL BASE COURSE,
8 „ 3 „
952 MIN. DENSITY II I E
1
�Illllllllllllllflllllllllllllllllt litllll ,
\ UNDIS fUR6ED SOIL /BEDROCK 2 Bituminous Curb Detail 3
Road Cross Section Detail L6 Not to Scale L()
Not to Scale
FINISHED GRADE
o / � / � /� /� /� /��� /� // FINISHED GRADE
III II�I II =
III IF 1 11= 111 = I I1 = 1�I I(= III
I IIEI I�I►1 II -III 11 _--III II _____ -I►I 11 _____f II 11 — III 1 1--
11111 . r _ . __�• • -� . . -• -'. — EII I
' PERFORATED HDPE PIPE
III I I SEE PLAN FOR PIPE SIZE
AND PIPE INVERT
3/4" COMPACTED
CRUSHED STONE
_ -.._ • -:.� : -- _ • _ • :`.` . • ,VIII
SOIL SEPARATOR FABRIC
,.r .. ' • - — 12 MIN. OVERLAP
• . �1
UNDISTURBED OR
1 1 1 I = 111= hi COMPACTED SUBGRADE
0
Infiltration Tr ench
Not to Scale
srowrcEProR covaR
AND GRATE
GRADE ADJUSTERS TO
5Uff ]FINISHED 1
VARIES
SECTION THRU CHAMBER
0 T VERLAP
r
ENLARGED INLET
TEE DROP PIPE
-- 6•v OIL
CL EANOUT
6"
7 ..
NOTE
1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED
AT THE INLET AND OUTLET WHERE APPLICABLE.
2. THE COVER SHOULD BE POSITIONED OVER THE OUTLET
DROP PIPE AND THE OIL CLEANOUT PIPE.
3. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE
OF THE FOLLOWING U.S. PATENTS: #4985148, #5498331,
#5725760, #5753115, J5849181.
Stormwater Tr eatment Chamber
Not to Scale
FINISH GRADE- SURFACE
VARIES. SEE PLANS
12" MIN. AT PAVED AREAS
EII II AEI 1 = t'cT 1� ' =
YELLOW HIGH VOLTAGE TAPE
W
MARKER TO RUN CONTINUOUS
WITH ELECTRIC LINE/CONDUIT
Ali 11 =III � �:`••= f�f ' -';` �
COMPACTED GRAVEL BORROW
UNDER PAVEMENT, COMPACTED
I11 z
EXCAVATED (NATIVE) MATERIAL.
UNDER NON -PAVED AREAS
HAND TAMPED BACKFNl
_- •FLINT -� • _ : � --- .
MIN COVERAGE REQUIREMENTS:
I 11 I I = - •� . - , .,~ SEWER 4' -0" MIN.
_II II : s : '•� . '= WATER 5' -0" M
9 - • L — t I UNDERGROUND SERVICES
I `� I I • ~ - t - - -EI11 & GAS 2' -6" MIN.
IL7
`'III =- W NOTE: ENTIRE PIPE LENGTH MUST
;' _ + I) M BE FIRMLY SUPPORTED.
NAN BEDDING
(HAUNCHING)
11 I I = � : .: -� _ • r. .. � '•
-III
==-Ili 11 _.:_FINN ==-E1 = E ►III
D + 2' -0" FIRM SUBGRADE
3' -0" M {N.
Utility Trench
L6 Not to Scale
BIT. CONC. WEARING COURSE,
MHO STD. CLASS I, TYPE 1 -1
BIT. CONC. BINDER COURSE,
MHD STD. CLASS It TYPE 1 -1
GRANITE CURB, TYPE "S"
MATERIAL VARIES, SEE PLAN
D
m
Granite Ed ging - Type SA
Not to Scale
5TONE/R�' RAP BLANKET
CONCRETE FLARED END
OUTLET SECTION
MDPW STD. CLASS I, TYPE 1 -1
BITUMINOUS CONC. BINDER COURSE
MDPW STA. CLASS I, TYPE 1 -1
COMPACTED GRAVEL BASE t2 .,
952 MIN. DENSITY
12"
_= I — I = 11= ►11�E►I11= EI11I� I =VIII
II111�E►I I�l►I I _III -I
UNDISTURBED OR COMPACTED
SUBGRADE
EXTEND GRAVEL 12' BEYOND EDGE OF
PAVING WHERE ROAD IS NOT CURBED
NOTE: IF UNSUITABLE CONDITIONS ARE ENCOUNTERED, DEPTH OF BASE
MATERIAL. MAY BE INCREASED IN THE FIELD.
6' MIN.
6 Flared End Outlet Detail 7
L6 Not to Scale L6
BIT. CONC. WEARING COURSE, -H
MHD STD. CLASS I, TYPE I -1 :0
BIT. CONC. BINDER COURSE, N
MHD STD. CLASS 1, TYPE I -1
GRANITE CURB, TYPE " V"
AS SPECIFIED
MATERIAL VARIES, SEE PLAN
6 .,
t0
Date:
August 20, 2002
Scale:
1 =40'
Drawn By.
AS
Checked By. M80
k. ,
Off
Nil
'
-- ` • - Illi-
CEMENT CONCRETE
t; • - �•
3000 PSI
1. 7• \ / ; `. - :
J -
_ . !
cv
COMPACTED GRAVEL BASE
CEMENT CONCRETE
95% MIN. DENSITY
UNDISTURBED OR
IJ I II1�
_III- 11�I�III�Ip1= II
I
N
COMPACTED SUBGRADE
Ul�ffp�l- �II I�
��L= _Ilpl =lll —
D
m
Granite Ed ging - Type SA
Not to Scale
5TONE/R�' RAP BLANKET
CONCRETE FLARED END
OUTLET SECTION
MDPW STD. CLASS I, TYPE 1 -1
BITUMINOUS CONC. BINDER COURSE
MDPW STA. CLASS I, TYPE 1 -1
COMPACTED GRAVEL BASE t2 .,
952 MIN. DENSITY
12"
_= I — I = 11= ►11�E►I11= EI11I� I =VIII
II111�E►I I�l►I I _III -I
UNDISTURBED OR COMPACTED
SUBGRADE
EXTEND GRAVEL 12' BEYOND EDGE OF
PAVING WHERE ROAD IS NOT CURBED
NOTE: IF UNSUITABLE CONDITIONS ARE ENCOUNTERED, DEPTH OF BASE
MATERIAL. MAY BE INCREASED IN THE FIELD.
6' MIN.
6 Flared End Outlet Detail 7
L6 Not to Scale L6
BIT. CONC. WEARING COURSE, -H
MHD STD. CLASS I, TYPE I -1 :0
BIT. CONC. BINDER COURSE, N
MHD STD. CLASS 1, TYPE I -1
GRANITE CURB, TYPE " V"
AS SPECIFIED
MATERIAL VARIES, SEE PLAN
SPECIFIED MIN.
o' Granite Curb Type VB
L6 Not to Scale
Bit. Concret Sidewalk Detail
Not to Scale
3000 PSI CONCRETE
THRUST BLOCK AGAINST
UNDISTURBED MATERIAL.
BEARING AREA
1 PLANE. SEE
NOTE 2 BELOW
1 {
BEARING
FACE
_ .00
�J v up � p` -pp0
7
UNDISTURBED
--- -�• -`� i MATERIAL
MTERIAL`� -�
ti I
SECTION
NOTES:
1. CONCRETE THRUST BLOCKS AND RODS SHALL BE REQUIRED ON All
BENDS, TEES, ETC. RODDING SHALL BE TO THE FIRST FULL LENGTH
OF PIPE ON EACH SIDE OF THE FITTINGS TO BE RESTRAINED UNLESS
CONDRIM REaUJJ�E AWITHIONAL RESr1 AWS.
2, REQUIRED BEARING AREA TO BE CALCULATED ON VERTICAL PLANE
90' TO RADIAL PLANE PASSING THROUGH MIDPOINT OF BEND.
3. MINIMUM BEARING AREA 2.0 SO. FT.
4. SEE PLANS FOR REQUIRED BEARING AREAS GREATER THAN MINIMUM.
Thrust Block
Not to Scale
xis
PRECAST COW
THIRW
d
6 ,. %
r
OUTLET PI1E
f �
Z L_
Q!• CLASS .A.
(' F�
W C` 1 )I �� �; � {LPL
2 ' -0 "'
2 ,
4' -
SUMP . -.-
Jr t r
r Y
DOUBLE CATCH BASIN SHAM COWORM TO MAID STANDARD DETAIL 203.2.0
FOR CB #1
11
L6
Double G rate Catch Basin
Not to Scale
PLAN
Approved ,subject to covenant
conditions set forth in covenant executed by
dated , and recorded in the
Hampshire County Registry of Deeds,
Book No. , Page No.
Approved by the Northampton
The
Berkshire
Design
Group, Inc.
Landscape Architecture
Civil Engineering
Planning
Urban Design
Environmental Design
4 Allen Place, Northampton, Massachusetts 01060
(413) 582 -7000 • FAX (413) 582 -7005
Email: bdg®berkshiredesign.com
Web: http: / /www.berkshiredesign.com
OF �
� cti
o� MARK B. (6
c DARNOLD
v CML N
No. 32459
This drawing is not intended to be used for constnction
purposes.
over a e
Extension
11lorthampton, Massachusetts
ve
DefinM
S
ubdivision Plan
Owner
John F. Skibiski
Elizabeth Rock Street
Northampton, Massachusetts 01060
Applicant
Sabra Partnership
284 Locust Street
Florence, Massachusetts
Details
Revisions
25/04/03 AS PER P.B. CONDITIONS DATED 9/26/02
t0
Date:
August 20, 2002
Scale:
1 =40'
Drawn By.
AS
Checked By. M80
k. ,
Off
1. 7• \ / ; `. - :
I�t.>.Y
_ . !
cv
CEMENT CONCRETE
` ~� •\ .. - '�
Y Y
_ 3000 PSI
t
COMPACTED GRAVEL
BASE AND BACKFILL.
952 MIN. DENSITY
I I -- I - _
II U� �_ UNDISTURBED OR
COMPACTm SUBGRADE
II I
AS
6"
SPECIFIED MIN.
o' Granite Curb Type VB
L6 Not to Scale
Bit. Concret Sidewalk Detail
Not to Scale
3000 PSI CONCRETE
THRUST BLOCK AGAINST
UNDISTURBED MATERIAL.
BEARING AREA
1 PLANE. SEE
NOTE 2 BELOW
1 {
BEARING
FACE
_ .00
�J v up � p` -pp0
7
UNDISTURBED
--- -�• -`� i MATERIAL
MTERIAL`� -�
ti I
SECTION
NOTES:
1. CONCRETE THRUST BLOCKS AND RODS SHALL BE REQUIRED ON All
BENDS, TEES, ETC. RODDING SHALL BE TO THE FIRST FULL LENGTH
OF PIPE ON EACH SIDE OF THE FITTINGS TO BE RESTRAINED UNLESS
CONDRIM REaUJJ�E AWITHIONAL RESr1 AWS.
2, REQUIRED BEARING AREA TO BE CALCULATED ON VERTICAL PLANE
90' TO RADIAL PLANE PASSING THROUGH MIDPOINT OF BEND.
3. MINIMUM BEARING AREA 2.0 SO. FT.
4. SEE PLANS FOR REQUIRED BEARING AREAS GREATER THAN MINIMUM.
Thrust Block
Not to Scale
xis
PRECAST COW
THIRW
d
6 ,. %
r
OUTLET PI1E
f �
Z L_
Q!• CLASS .A.
(' F�
W C` 1 )I �� �; � {LPL
2 ' -0 "'
2 ,
4' -
SUMP . -.-
Jr t r
r Y
DOUBLE CATCH BASIN SHAM COWORM TO MAID STANDARD DETAIL 203.2.0
FOR CB #1
11
L6
Double G rate Catch Basin
Not to Scale
PLAN
Approved ,subject to covenant
conditions set forth in covenant executed by
dated , and recorded in the
Hampshire County Registry of Deeds,
Book No. , Page No.
Approved by the Northampton
The
Berkshire
Design
Group, Inc.
Landscape Architecture
Civil Engineering
Planning
Urban Design
Environmental Design
4 Allen Place, Northampton, Massachusetts 01060
(413) 582 -7000 • FAX (413) 582 -7005
Email: bdg®berkshiredesign.com
Web: http: / /www.berkshiredesign.com
OF �
� cti
o� MARK B. (6
c DARNOLD
v CML N
No. 32459
This drawing is not intended to be used for constnction
purposes.
over a e
Extension
11lorthampton, Massachusetts
ve
DefinM
S
ubdivision Plan
Owner
John F. Skibiski
Elizabeth Rock Street
Northampton, Massachusetts 01060
Applicant
Sabra Partnership
284 Locust Street
Florence, Massachusetts
Details
Revisions
25/04/03 AS PER P.B. CONDITIONS DATED 9/26/02
Date:
August 20, 2002
Scale:
1 =40'
Drawn By.
AS
Checked By. M80
Sheet Number
18' 16
SEE NOTE #1
PER ASTM C 443
OUTLET CONNECTION DETAIL
SIDE. ELEVATION
-a
MECO 7
W
) l
Z
J \
Nc
Q
a
c.n
0•
MECO ' . t
11/17
PINE
NO NUM
j �
n/f ,
MARK DAVID GRIFFIN '
B. 2038 P. 305 /
2C
NORTHAMPTON BM ,
S OUTSIDE CORNER OF '
LOWER CONCRETE STEP /
ELEV = 241.03'
- 1 1 /
�' i 3 \ \ �♦ WALTER KOCHAPSKI & /
KATHLEEN A. KOCHAPSKI
B. 2038 P. 305 ' \
1 STY BRICK
• .... ' HOUSE 01 255 ''��� ; �♦ ,' 2C-120
Au
LOCUS 1S t,
SMH 14
RIM = 264.9.7 \� 2S ♦♦ \ JOHN F. SK
1NPL - ....', r ••' ♦ S RTNERSHIi
Gor Tom — �.., - ------ - - - - -- - - ROBINSON \
\� �\ ♦ / B. 1573 P. 349
Existing Conditions Notes
1. Existing conditions and topography taken from field survey by Roberge Associates,
Greenfield, MA.
2. Project benchmark is Top of Spindle, Elev.= 247.25'.
3. Property lines are shown per monuments found.
4. The locations of existing underground utilities are shown in an approximate way only
based on available data and oil utilities may not be shown. Prior to construction,
contractor shall call the "Dig Safe Center" at 1 - 800 -322 -4844 and have all utilities
marked on the ground. The contractor shall be responsible for determining the exact
location of all existing utilities before commencing work. The contractor agrees to be
fully responsible for any and all damages which might be occasioned by his /her failure to
exactly locate and preserve any and all utilities.
20" - M DE - WATER EASEMENT `� �♦ �/ . 12C-1 19 \ `�
TREE PIbE .... ........................
uselownew son
VINCENT J. HEELING & \
1 LYNN M. MELLING
• IVE _ �♦ B. 2038 P. 305
B1 % r is `\ 1 ` ♦ 1 X Approved subject to covenant
: � �♦ conditions set forth in covenant executed
t f I ♦` by
n/
NELSON J. PRATT & - �' i : : \\ ♦ \\
: ANGELINA M. PRATT t 1
B. 2038 P. 305
i i \ \\ dated
• :� : V , ♦♦ n /f and recorded in the
CB 1 12C -012 -82 \�\ "__`_- _ - - - -- ALAN E. ALOISI & Hampshire County Registry of Deeds
# 1 1 ♦ / JENNIFER SI
RI�1= 26 ?,55 �i�,
0 11 + `\ WF �1 ♦ B. 2038 P. 305 Book No. ,Page
'' IMF ..
F12C- 1
►R� 1 __,_______ r- ---- -- _ ,��' ; `� \`% ; WF 85 ....... ♦ Approved by the Northampton
♦` Planning Board.
CB #1 1 NEL 0 / t �. ` / n/f Date
RIM = 268.11 _� �/� ♦♦ RICHARD PROVO & ?\
r - PAMELA JENKS
1 n /f `�\ r - -_ _ �♦ B. 2038 P. 305
NORMAN J. ROBERTS & -_J 12C -1111
`
:LCD MAUREEN ROBERTS - ..
♦ /
1/39 B. 2038 P. 305 '� '
12C -013 WF •A7 ♦♦ / l -T
1 _ {yam WF A6
!-/ 1 •lT f < N V
It
1 ' , ♦ ALERIE A. BASSETT
, t IMF AS j ; `y ° u r� ♦` B. 2038 P. 305
"J O 9Y T
1 _ 192�.�� ' , _� ♦♦ 1 2C - 109
-7 7
WF Al
o WF A��"��
f p
1 RICHARD / '
WOOD, JR &
ROBERT ............. \ \ / n/f
WOOD :. ..,.•.<:- ,r,:.. \ \ \ ♦ JOHN \` C. RENAUD,SR &
KATHLEEN BARANOSKi .. ' •'
B
WF
. 2038 P. 305 ��'' ; ' '•3 1 ~ ��. .... OF Al `\ \` �♦ / BARBARA E. RENAUD
1 2C - 01 !� -`''' ��•' . •- - - - - -- 5� �\ i `\ \ ♦ B. 2038 P. 305
.. , -� �\ Nil 12C -107
1 r/'�' \` � • \���` ... \�_`_ '• - - , — f — e' '''/ •\\ \- -• •.' • . , . . \`\ 2C -01 � / / _`\`� \` \♦ •-�'
...
ROBERT E. & '•_,.T -• = 1 '�__.� - �\ `
ALICE A. MUNSON z It - - - - -- � - ` _ 1 •' • ..............
B. 2038 P. 305
2C 016 ` - 1 � .:• ••. �` \
- S S TE•- ",L i \ \•� _- -� '\
• • O • c'� EWIF� ,r�� • l ► �r; \\• • • . • , .. • • - ' I ' - -_ _ ----- _ •.r - ` \•' - \\ V�j '
0
0
O
0
MPL
e
OH
S-
D
W
LEGEND �: _ --- • - • -•
IRON PIPE FOUND ---`' '• '- ' \\ '. '� �' <� �- ' - i. ' .. .. \\
1 -. z r .. 1 •' 1
r - ` x •: 1 \\ . -'; ... .
r . j r
UNMARKED POINT ........ -
'- - • • -
UTILITY POLE •. \`\ ' ' ........ • ' ' ...... • ,
1 1 i . ........ 2 ...
HYDRANT 1 : tJ `` \' ; y -_ - -- - 6S ``�- %��� - \
WATER A 27Q- - --- --
SERVICE
SEWER ; ...... _ ° ~ •�•
MANHOLE
WATER VALVE i \\ - 1 ��� --------- 265 `X,, �\ •. t
CATCH BASIN 1 -• \ \� ' - _ l i '�. , �' ��...,�'K+ .... � t
LIGHT POLE , n * �` • . ..... ............................ '•'
MARY / WOOD ....... i �r-r;` ,.�. �, M J. } ,• , _ - 1
GAS VALVE
12C -017 -• `\ 1 .1 - 1• `,• '. \ \: r— e ••'
SIGN
GUY WIRE 1 1 i cn 4 275 \
It
` ) \
f
MAIL BOX , �K {� '
MAPLE � -�• - \�, •• 1 -. : '•• '
WETLAND FLAG GM SOON
• _ ;
00100
nf
GEORGE W. STAPLES, JR. &
GERALDINE C. STAPLES
B. 2038 P. 305
12C -103
DECIDUOUS TREE
l
�� •••-
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- \`�\ �. •'•
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EVE RGREEN TREE
1
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. ` \
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T
n/f
REBBECCA
SHARON C. M &
SARAH T. DUNTON
••
!
n/f
GAZZILLO
! B. 2038 P. 305
OVERHEAD WIRES
1
' . • • J..
i .- �
-- ����'�''�
.. *�'
MARTHA W. ZORN &
�
B. 2038 P. 305
12C -058 1
UNDERGROUND SEWER
'
r��
n/f
NICHOLAS J. KACHU
� us
-
2C 057
1
oo to
Su16
E LE0WITZ
B. 2038 P. 305
,
UNDERGROUND DRAIN
'
• - L
oo .�
B. 2038 P. 305
12C -056
• •
r,.
12C -055
UNDERGROUND WATER
1 rr���
1
_
r �� i � _
-
--
" -
Z
� � v n/f
NELCO
40/39
ALEXANDER E. DUSSAULT &
l �•�"' �
c
ISABEL E. DUSSAULT t
B. 2038 P. 305
1 rr�r
n/f
7 j
12C -053 '
��
�...•� _ ,,...�
1
CHRISTIAN F. &
KATHRYN D. SCHMIDT
o
0
BlT DR
rr ,.� r ,"�t►
B. 2038 P. 305
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r r rte'
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12C -051
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,
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\ \.
s 4 �E N
0
20 40 80 120
Z
RB
�ie U-
_ The
Berkshire
Design
Groupinc.
Landscape Architecture
Civil Engineering
Planning
Urban Design
Environmental Design
4 Allen Place, Northampton, Massachusetts 0106
(413) 582 -7000 • FAX (413) 582 -7005
Email: bdg®berkshiredesign.com
Web: http: / /www,berkshiredesign,com
This drawing is not intended to be used for constructia
purposes.
Clove rdale
Extension
Northampton, Massachusetts
Definitive
Subdivision Plan
Owner
John F. Skibiski
50 Hastings Heights
Northampton, Massachusetts 01060
Applicant
Sabra Partnership
284 Locust Street
Florence, Massachusetts
SURM
COMP
existing Conditions
Plan
' FEB, 2002 PLAN: MAR 4, 2002
S: U4 DRAWN. DA JOB NO 02 -04
ROBERGE ASSOCLATES LAND SURVEYING
21 MOHAWK TRAIL 128J, GREENnELD, AUI 01301
413- 772 -2801
Revisions
Date:
August 20, 2002
Scale:
1"=40'
Drawn By
AS
Checked By.
MBD
Sheet Number