11C-054B rt.9 gas station/convenience store planVanasse Hangen Brustlin, Inc.
H4
101 JIV V/4 4
0 4,0
PO(T 9
PROPOSED 2.5" DIA.
NEW 6" BIT. CURB PROPOSED P
MAPLE TREES PROPOSED SHRUBS
5'X6.5' I.D. SIGN
ON CANOPY ::: r ; " : ; ; • : PROPOSED Ml,
r r ■■ r r r t r r r
r r r r r r ■ r r■ r■ r r ■ r
r r +y r � r •r ■ r rr
NEW 6" BIT. CURB—;;
` EXISTING CATCH — — — J — RELOCATE EXISTING POLE
BASIN TO R€I AIN _ !
24'x64' 25' SETBACK TO
CANOPY
GASOLINE FACILITIES
MOti
A10)0-n MA IAI
1931 CI Ty O T R EST . R
ONE AMPTON LA OU*re 9
PRESENT R.O.W. .
INTO PARK r--PROPOSED SHRUBS
- PLP
�V� O M PLE TR 25.5 "DIA.
_QQNCRETE MAT
FRONT YARD
SETBACK-
CONCRETE CURB — -- -- — — — —
- - - - --
`t 4, j - . P, 8 I C —STORE 1 e 4' CONCRETE' WALK 1 REAR YARD
10' 1 1,354 SF — a — — — — — — I 10' ° SETBACK
PROPOSED PEASTONE — — — — — — — -��
PROPOSED BIKERACK ACCESSIBLE RAMP I
0
Ln N a e
° 1.7"
LIGHT POLE (TYP.)
9':;18'
FLUSH CURB PARKING SPACES GRASS AREA
�O G a
\ a
": PROPOSED MULCH
r *
EXISTING POLE AND
HYDRANT TO REMAIN
N1D
0 10,000 GAL. 10' 0 US�
A I AR
10'o SETBACK
O o
12,000 GAL. 10' 0 UST
Transportation
Land Development
Environmental Services
101 Walnut Street, P.O. Box 9151
Watertown, Massachusetts 02471
617 9241770 • FAX 617 924 2286
STOCKADE FENCE
5
ROPOSED EASEMENT LINE
` O'x 12'
TRASH ENCLOSURE
Project Title
F.L. Roberts
Route 9 Gas Station /
Convenience Store
Northampton, Massachusetts
PUMP ISLAND DETAIL
C�
ISLAND
PROTECTION BUMPER
-,
DI SPEN SERI
L — J
32" DIAMETER PLANTER -/
I 1
12' - 3" �1
20 0 20 40
SCALE IN FEET
Issued for
Local
Permitting
Drawing Title
Layoutand
Materials Plan
a n�
Drawing Number
JUL 2 y 1998
C� 1
CITY CLERKS 0 FIF CE
N ORTHAMPTON, MA 01060
Sheet of
1 1
Project Number
06051
Scanned 6051LM
Ile - 0, y B olIpttEZed
4'
Vanasse Hangen Brustlin, Inc.
Transportation
Land Development
Environmental Services
t�
i�
1�
st
`•J r f
3;
%f
SAW'CUT LINE (TYP.)
POTENTIAL SIDEWALK LOCATION
(APPROVED BY NORTHAMPTON DPW)
PROPOSED 2.5 "DIA.
MAPLE TREES (9)
� 8 '
PROPOSED PEASTONE
10-00
PROPOSED BIKERA�c,KJ
1 /
i;—
PROPOSED 2.5 "DIA. MAPLE TREES (2)
6" VERTICAL
GRANITE CURB
PROPOSED JU € RS
—NEW 6 • #. ## # ## ###
BIT. CURB / ���;�
FLUSH CURB
NOTE
• ALL LANDSCAPING AND TREE PLANTINGS LOCATIONS ON CITY RIGHT OF WAY
SHALL BE APPROVED BY THE NORTHAMPTON DEPARTMENT OF PUBLIC WORKS.
CLEAN SLOPE &
MATCH ORIGINAL GRADE
PR wXIM I E PARK
R.0 '. - TO REMAIN
—�
, 1 7 PROPOSED
,PROPOSED JUNIPERS
PROPOS: =D MJtCH
# # #
#
FRONT YARD
SETBACK
CONCR €T - - M;AT'
- C
.. E
i
3
E r;
SIDE YARD
_ C . SE%TQ6CK
" ' ; ' — RETAIN EXIST. STOCKADE FENCE
PROP. 6 STOCKADE FENCE
10'x12" TRASH ENCLOSURE
FENCE ONLY (NO TOP)
OPOSED EASEMENT
4'
Project Title
F.L. Roberts
Route 9 Gas Station
Convenience Store
Northampton, Massachusetts
Issued for
Local
Permitting
20 0 20 40
SCALE IN FEET
PROTECTION BUMPER
r — n
DISPENSER I I
L _J
32 " DIAMETER PLANTER -/
� — 12, -3„ -
_I
C -2
Sheet of
2 4
Project Number
06051
Scanned �I C _ ,� D 6051 LM
r" Intti7ed
tE
'PROPOSED MULCH"
n �
4 ,
.K
K TO
- ACILI TIEQ' -
ISLAND
101 Walnut Street, P.O. Box 9151
Watertown, Massachusetts 02471
617 924 1770 6 FAX 617 924 2286
y
( 3
1 /
i;—
PROPOSED 2.5 "DIA. MAPLE TREES (2)
6" VERTICAL
GRANITE CURB
PROPOSED JU € RS
—NEW 6 • #. ## # ## ###
BIT. CURB / ���;�
FLUSH CURB
NOTE
• ALL LANDSCAPING AND TREE PLANTINGS LOCATIONS ON CITY RIGHT OF WAY
SHALL BE APPROVED BY THE NORTHAMPTON DEPARTMENT OF PUBLIC WORKS.
CLEAN SLOPE &
MATCH ORIGINAL GRADE
PR wXIM I E PARK
R.0 '. - TO REMAIN
—�
, 1 7 PROPOSED
,PROPOSED JUNIPERS
PROPOS: =D MJtCH
# # #
#
FRONT YARD
SETBACK
CONCR €T - - M;AT'
- C
.. E
i
3
E r;
SIDE YARD
_ C . SE%TQ6CK
" ' ; ' — RETAIN EXIST. STOCKADE FENCE
PROP. 6 STOCKADE FENCE
10'x12" TRASH ENCLOSURE
FENCE ONLY (NO TOP)
OPOSED EASEMENT
4'
Project Title
F.L. Roberts
Route 9 Gas Station
Convenience Store
Northampton, Massachusetts
Issued for
Local
Permitting
20 0 20 40
SCALE IN FEET
PROTECTION BUMPER
r — n
DISPENSER I I
L _J
32 " DIAMETER PLANTER -/
� — 12, -3„ -
_I
C -2
Sheet of
2 4
Project Number
06051
Scanned �I C _ ,� D 6051 LM
r" Intti7ed
tE
'PROPOSED MULCH"
n �
4 ,
.K
K TO
- ACILI TIEQ' -
ISLAND
101 Walnut Street, P.O. Box 9151
Watertown, Massachusetts 02471
617 924 1770 6 FAX 617 924 2286
Drawing Title
payout and
Materials Plan
Drawing Number
®
REVISIONS
9/8/98
®
TOWN COMMENTS
9/1/98
No.
Revislon
Dote
r ppvd.
Deeigned by
Drown by Checked by
CAD checked by
Approved by
Scale 1 " 20'
Date 9 10/98
Drawing Title
payout and
Materials Plan
Drawing Number
,299.1 P `
CB 1 299.6
R= 298.4 _ -
_ I - 295.30 (OUT)
COD
CANOPY DRAIN -
'299. 20.1
299A TC
298.9 ' C
1,354 SF -
ti �- r E. 2 299.2 ^ - `. ";� ;qua �y - -�= _M 29
- . ^ 3.,5 ....:(:. =_ ,<.= _ ..,
/rte, x
==
-
4
24" DIA.
ACCESS
N n
48" DIA. MANHOLE
ALTERNATE TOP SLAB
(STEEL REINFORCED FOR HS -20 LOADING)
{
20 0 20 40
SCALE IN FEET
NOTES:
1. ALL SECTIONS SHALL BE DESIGNED FOR
HS -20 LOADING.
2. PROVIDE "V" KNOCKOUTS FOR PIPES WITH
1" MAX. CLEARANCE TO OUTSIDE OF PIPE.
MORTAR ALL PIPE CONNECTIONS.
3. JOINT SEALANT BETWEEN PRECAST SECTIONS
SHALL BE PREFORMED BUM RUBBER.
4. CATCH BASIN FRAME SHALL BE SET
IN FULL MORTAR BED.
FINISH
GRADE
SEE
NOTE 5.
SEE
NOTE 4
am
OQ
N
U_ O
�w
0 V) O
Z UJ
0
�Q
M
FINISH GRADE
' 24"
TOP OF PIPE
SEE NOTE 3
• INVERT
NON— SHRINK
GROUT
HOOD "DOG HOUSE" OPENING
Z_
4
48" DIA. MIN.
12"
TYP.
° o ° Oo °`�; ° � ` °�
° C I 0 8 0 0- 0.0 C] Q ° _A - A e 0 eG e ° •O C�j co ° . °
12" COMPACTED
GRAVEL
COMPACTED
SUBGRADE
�F zQ
z IJ
UW QO Q.
W ZO W 1-_
U W
o` z a
NO LLJ
�U 0
W Q
z
00
U
J W
0 0
O N
�Q
C13
8" 24" DIA. I
ACCESS I
SHELF TO BE FORMED
AT A SLOPE OF 1" PER
FOOT (FOR PIPE SIZES
18 INCHES AND LARGER)
NOTES:
1. ALL SECTIONS SHALL BE DESIGNED FOR
HS -20 LOADING.
2. COPOLYMER MANHOLE STEPS SHALL BE
INSTALLED AT 12" O.C. FOR THE FULL
DEPTH OF THE STRUCTURE.
3. PROVIDE "V" KNOCKOUTS FOR PIPES WITH
1" MAX. CLEARANCE TO OUTSIDE OF PIPE.
MORTAR ALL PIPE CONNECTIONS.
4. JOINT SEALANT BETWEEN PRECAST SECTIONS
SHALL BE PREFORMED BUM RUBBER.
5. DRAIN MANHOLE FRAME SHALL BE SET
IN FULL MORTAR BED.
ADJUST TO GRADE WITH CLAY BRICK AND
MORTAR (2 BRICK COURSES TYPICALLY,
5 BRICK COURSES MAXIMUM)
SEE NOTE 4
OUTLET
— EXISTING POLE AND
f / HYDRANT TO REMAIN
i,
' !
6
9/8/98
��Q
\ e
o ° ° O °
Cb 0 0t)
° ° °
m TOWN COMMENTS
D
2
No. Revlston
\
°
s o
X
Designed by Drawn by
Checked by
\ e O °
Q
Scale 1 „_ Date 9/10/98
j
°o �
O O ( �p
0
Project Title
O °
i
SURFACE
TREATMENT
<`'
Station
LAJ
Q
a Q
j \� V ° o�
OVARIES
0
0
qq,��
p �\ ° u0° 0 o O.o O �°
Issued for
RELOCATE EXISTING POLE (BY OTHERS)
Lo c a l
4CL
ORDINARY BORROW
co
N
/' '
RELOCATE OVERHEAD WIRES
(TYP)
DMH 1 7 71
Grading
(QY OTHERS)
-
R= 298.8
°
Drainage and
COMPACTED
SUBGRADE
I = 295.10 (C61)
Drawing Number
I = 295.10 C62
C 3
E
\ #
+
I = 295.10 Y
('
J j f l
,299.1 P `
CB 1 299.6
R= 298.4 _ -
_ I - 295.30 (OUT)
COD
CANOPY DRAIN -
'299. 20.1
299A TC
298.9 ' C
1,354 SF -
ti �- r E. 2 299.2 ^ - `. ";� ;qua �y - -�= _M 29
- . ^ 3.,5 ....:(:. =_ ,<.= _ ..,
/rte, x
==
-
4
24" DIA.
ACCESS
N n
48" DIA. MANHOLE
ALTERNATE TOP SLAB
(STEEL REINFORCED FOR HS -20 LOADING)
{
20 0 20 40
SCALE IN FEET
NOTES:
1. ALL SECTIONS SHALL BE DESIGNED FOR
HS -20 LOADING.
2. PROVIDE "V" KNOCKOUTS FOR PIPES WITH
1" MAX. CLEARANCE TO OUTSIDE OF PIPE.
MORTAR ALL PIPE CONNECTIONS.
3. JOINT SEALANT BETWEEN PRECAST SECTIONS
SHALL BE PREFORMED BUM RUBBER.
4. CATCH BASIN FRAME SHALL BE SET
IN FULL MORTAR BED.
FINISH
GRADE
SEE
NOTE 5.
SEE
NOTE 4
am
OQ
N
U_ O
�w
0 V) O
Z UJ
0
�Q
M
FINISH GRADE
' 24"
TOP OF PIPE
SEE NOTE 3
• INVERT
NON— SHRINK
GROUT
HOOD "DOG HOUSE" OPENING
Z_
4
48" DIA. MIN.
12"
TYP.
° o ° Oo °`�; ° � ` °�
° C I 0 8 0 0- 0.0 C] Q ° _A - A e 0 eG e ° •O C�j co ° . °
12" COMPACTED
GRAVEL
COMPACTED
SUBGRADE
�F zQ
z IJ
UW QO Q.
W ZO W 1-_
U W
o` z a
NO LLJ
�U 0
W Q
z
00
U
J W
0 0
O N
�Q
C13
8" 24" DIA. I
ACCESS I
SHELF TO BE FORMED
AT A SLOPE OF 1" PER
FOOT (FOR PIPE SIZES
18 INCHES AND LARGER)
NOTES:
1. ALL SECTIONS SHALL BE DESIGNED FOR
HS -20 LOADING.
2. COPOLYMER MANHOLE STEPS SHALL BE
INSTALLED AT 12" O.C. FOR THE FULL
DEPTH OF THE STRUCTURE.
3. PROVIDE "V" KNOCKOUTS FOR PIPES WITH
1" MAX. CLEARANCE TO OUTSIDE OF PIPE.
MORTAR ALL PIPE CONNECTIONS.
4. JOINT SEALANT BETWEEN PRECAST SECTIONS
SHALL BE PREFORMED BUM RUBBER.
5. DRAIN MANHOLE FRAME SHALL BE SET
IN FULL MORTAR BED.
ADJUST TO GRADE WITH CLAY BRICK AND
MORTAR (2 BRICK COURSES TYPICALLY,
5 BRICK COURSES MAXIMUM)
SEE NOTE 4
OUTLET
— EXISTING POLE AND
f / HYDRANT TO REMAIN
i,
' !
DIA.
VARIES
NON— SHRINK
GROUT
CEMENT CONCRETE INVERT
12" COMPACTED
GRAVEL
COMPACTED
SUBGRADE
w
6
9/8/98
��Q
\ e
o ° ° O °
Cb 0 0t)
° ° °
m TOWN COMMENTS
D
2
No. Revlston
DIA.
VARIES
NON— SHRINK
GROUT
CEMENT CONCRETE INVERT
12" COMPACTED
GRAVEL
COMPACTED
SUBGRADE
w
® REVISIONS
9/8/98
��Q
\ e
o ° ° O °
Cb 0 0t)
° ° °
m TOWN COMMENTS
D
2
No. Revlston
\
°
s o
X
Designed by Drawn by
Checked by
\ e O °
Q
Scale 1 „_ Date 9/10/98
j
°o �
O O ( �p
0
Project Title
O °
i
SURFACE
TREATMENT
Route 9 Gas
Station
LAJ
Q
a Q
j \� V ° o�
OVARIES
0
0
qq,��
p �\ ° u0° 0 o O.o O �°
Issued for
COMMON FILL/
Lo c a l
ORDINARY BORROW
co
12"
Permitting
(TYP)
vanasse Hangen Brustlin, Inc.
Transportation
Land Development
Environmental Services
101 Walnut Street, P.O. Box 9151
Watertown, Massachusetts 02471
617 924 1770 6 FAX 617 924 2286
Sheet of
3 4
Catch Basin CB Shallow Cover With Hood Drain Manhole (DMH) Utility Trench Project Number
LD -107 A N.T.S. LD -101 A N.T.S. LD -118 A N.T.S. 06051
- 6051 G
® REVISIONS
9/8/98
m TOWN COMMENTS
9/1/98
No. Revlston
Date pvd.
Designed by Drawn by
Checked by
CAD checked by Approved by
Scale 1 „_ Date 9/10/98
Project Title
F.L. Roberts
SURFACE
TREATMENT
Route 9 Gas
Station
(VARIES)
Convenience
Store
�
OVARIES
Northampton, Massachusett
Issued for
COMMON FILL/
Lo c a l
ORDINARY BORROW
Permitting
Drawing Title
HAND TAMPED
HAUNCHING
Grading
COMPACTED
BEDDING
°
Drainage and
COMPACTED
SUBGRADE
Utilities P
Drawing Number
C 3
Sheet of
3 4
Catch Basin CB Shallow Cover With Hood Drain Manhole (DMH) Utility Trench Project Number
LD -107 A N.T.S. LD -101 A N.T.S. LD -118 A N.T.S. 06051
- 6051 G
Vanasse Hangen Brustlin, Inc.
Transportation
Land Development
Environmental Services
101 Walnut Street, P.O. Box 9151
Watertown, Massachusetts 02471
617 924 1770 6 FAX 617 924 2286
FREE STANDING SIGN
5'
20'
`1
. t
a
4
�T
'1k:;
HANDICAP --/
PARKING SIGN
LIGHT POLE (TYP.)
9 "x18' -
PARKING SPACES
PROP. FREE
STANDING SIGN
PARKING SPACES
LIGHTING MATERIALS
■ = SC -5 -320 WITH INTERNAL BAFFLES MOUNTED AT 15.5':
•■ = RLM- ALUM- 12- 5 -1OOW
■+-■ = RLM- ALUM- 12- 5- 2x100W i
0
Propel TIUs
F.L Roberts
Route 9 Gas Station
Convenience Store
Northampton, Massachusetts
Issusd for
Local
Permitting
20 0 20 40
SCALE IN FEET
Drawing Title
Parking, fighting
and Signage Plan
Drawing Number
C
Sheet of
4 4
Project Number
06051
Scanned
Digitized Ile, - OT - 4/ F 6051 PARK
Checked
10"
i
D F�P(G e e o
i
®
REVISIONS
9/8/98
m
TOWN COMMENTS
9/1/98
No.
Revision
Date
Appvd.
Designed by
Drawn by
Checked by
CAD checked by
Approved by
Scale 1 " = 20'
Date
9/10 98
Propel TIUs
F.L Roberts
Route 9 Gas Station
Convenience Store
Northampton, Massachusetts
Issusd for
Local
Permitting
20 0 20 40
SCALE IN FEET
Drawing Title
Parking, fighting
and Signage Plan
Drawing Number
C
Sheet of
4 4
Project Number
06051
Scanned
Digitized Ile, - OT - 4/ F 6051 PARK
Checked
10"
i
D F�P(G e e o
i