8151_SITE PLAN - RIVERSIDE LIQUORS, INC. - 1811 MAIN STREET g � SI � � -� eP�� �
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AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT
SITE PLAN REVIEW
REVIEWER: D. Dachos DATE: February 13, 2001
DATE RECEIVED. February 1, 2001 DISTRIBUTION DATE: February 1, 2001
PLANNING BOARD MEETING DATE: February 15, 2001
APPLICANT INFORMATION
1. Name of Business: Riverside Liquors, Inc.
Address: 1811 Main Street, Agawam, MA 01001
2. Owner: Carlo Bonavita
Address: Same address
Telephone: 789-6448 Fax:
3. Engineer: Anderson Associates (Ron Huot)
Address: 1130 Williams Street, Longmeadow, MA 01106
Telephone: (413) 525-4145 Fax: (413) 567-4540
PLAN REVIEW
Scale: 1"=20' Date: Jan. 2001
Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer
of Plan): O.K.
Description of Project: Proposed expansion of existing liquor store by 20' along Main
Street and 52' along Kanawa Avenue.
Site Plan Review
Page 2
Description of Site: Site of proposed addition is presently paved for parking of
existing store. A wetlands delineation was approved by the Conservation Commission
in 1994. A new Delineation Request has been submitted for Commission action.
Provision for Traffic Flow: Unchanged.
Parking: The plan shows twenty-three (23) parking spaces with one (1) handicapped
space. During the review of the earlier plan (9/1994) the issue of parking was raised.
The attached Site Plan approval indicates that the approval is for a liquor store only. If
the applicant wished to change the use he would have come back to the Board for a
review of the parking. The use of the proposed addition should be specified. See also
the Engineering comments concerning the size of the parking spaces.
Drainage: As per the Engineering comments, a Storm Drainage Permit must be
obtained.
Public Utilities: Not provided.
Landscaping/Screening and Buffers: Size and species must be provided. The
following landscape note must be placed on the plan. "All planting must be maintained
and that portion of the public way abutting the parcel and including the treebelt shall be
maintained in a safe and attractive condition by the owner of the parcel."
Sign Location: Not provided.
Exterior Lighting: Unchanged.
Rendering or Elevations: Colors and textures must be provided.
Dumpster Location: O.K.
Other Comments or Concerns:
MEMO
TO: Engineering Department
FROM: Planning Board
DATE: February 26, 2001
SUBJECT: Site Plan - Riverside Liquors - 1811 Main Street
The attached revised Site Plan was approved by the Planning Board on February 15". The
applicant's representative stated that it was revised to address your comments.
DSD:prk
0 •
Town of Agawam
36 Main Street Agawam, Mamiachusetts 01061-1837
to .- Tel. 41.3-786-0400 Fax 413-786-9927 --
ci
NJ
February 22, 2001 -Y
t .
o -
m
Carlo Bonavita
1911 Main Street
Agawam, MA 01001
Dear Mr. Bonavita:
At its duly called meeting held on February 15, 2001,the Agawam Planning Board voted to approve
the Site Plan entitled: "Site Plan in Agawam, MA, Riverside Liquors, Inc., 1811 Main Street,
Agawam,MA"prepared by Anderson Associates and dated January,2001 and revised February 15,
2001 with the following comments:
1. The comments contained in the memos from the Town Engineer dated February 9
and February 15, 2001 must be addressed. The memos are attached.
2. The number of tables in the proposed deli are not to exceed three (3) with six chairs
per table.
3. If, in the future, the owner proposes to change the use from a liquor store/deli, he
must return to the Planning Board for a new Site Plan review.
If you have any questions, please contact the Planning Board at 786-0400, extension 283.
Sincerely,
C" z }
ram
Charles R. Calabrese, Chairman
Agawam Planning Board
cc: Clerk
Anderson Associates
Engineering
Building
File
TOWN OF AGAWAM ,
MEMORANDUM ,
0 M�
To: Planning Board
CC: File;.D.P.W .John Stone
From: Engineering
Date: February 15, 2001
Subject:. Site Plan 376 - Riverside Liquors, Inc. - Agawam, Massachusetts
In addition to comments made in our February 911,2001 memorandum to the Planning board,
we have no objection to partially filling in the bathtub designed basin towards the northeast corner
of the lot as proposed since we never recognized it as a storm water detention pond during original
project construction.
If you have any questions,please do not hesitate to contact our division.
Sincerely, Sincerely,
� y &
;ames T. Daley,P.E. Harold Piligian, .I.T.
Town Engineer Civil Engineer I
HAENGMERISITEPL kMSp376_o2.wpd
TowN OF AGAw"
MEMORANDUM �
- MP
To: Planning Board
CC: File, D.P.W. Superintendent John Stone
From: Engineering
Date: February 9, 2001
Subject: Site Plan 376 - Riverside Liquors, Inc. - Agawam, Massachusetts
Per yourxequest dated February 1,2001,we have reviewed the site plan entitled,"Site Plan
in Agawam Massachusetts" dated January 2001, for Riverside Liquors, Inc., 1811 Main Street
Agawam, MA, prepared by Anderson Associates. We have the following comments:
1.) Anderson Associates should show existing and proposed contour lines, which extend
approximately 30 feet beyond lot lines, on the site plan.
2.) We recommend the owner or its representative file a "WPA Form I - Request for
Determination of Applicability" with the Conservation Commission. We also recommend
showing a silt fence on the site plan to protect areas beyond construction activities.
3.) We recommend Anderson Associates locate and show all tree lines within the area shown
on the site plan.
4.) A parking space generation calculation using "Rhode Island Community Detailed Parking
Standards" results in 40 parking spaces for a building of type and proposed size as shown on
the site plan. We recommend the planning board consider the adequacy of the proposed 23
parking spaces by Anderson Associates.
5.) We recommend dimensioning parking space lengths, widths, and aisle widths, and marking
one and two way traffic paths with directional arrows, on the site plan. We recommend
Anderson Associates design parking spaces in accordance with standards set forth in the
Institute bf Transportation Engineers "Guidelines for Parking Facility Location and Desi "
April 1994. Shown below are some applicable dimensional guidelines taken
source'. 4
Basic Stall Stall Depth
Width(ft) To Wall (ft) : 3 ;
One Way Aisle - 60' 9 18 8 �� Z 41
Two Way Aisle 90° 9 17.5 26V. --'
r ryJ w e
Handicap accessible parking-spaces should also be provided in aCC A . standards
M set forth in "Massachusetts 521 CR: Architectural Access Board.`
6.) We recommend describing proposed landscaping in a legend and showing it on the site plan.
7.) We recommend locating a benchmark on the site plan.
8.) The owner or its representative should obtain a storm drain permit per Agawam's Storm
Drain Ordinance.
9,) Anderson Associates should consider the impact from proposed construction, on site
drainage and supply calculations as required. Anderson Associates should also show any
needed pipes, culverts, structures, etc. on the site plan.
10.) Anderson Associates should show all existing underground and aboveground utilities as well
as the sanitary sewer clean out,within the area shown on the site plan.
11.) We recommend Anderson Associates design a handicap ramp in accordance with the
standards set forth in the Massachusetts Highway"Wheelchair Ramp Standards," 10/8/97.
12.) We recommend showing the following notes on the site plan:
"Prior to any installation of any sewer, water or drainage lines,the contractor/owner shall
contact the Town of Agawam's Engineering Division, 786-0400 x 275/8, No
piping/appurtenances will be installed or backfilled without the permission of the division".
"Ali plantings must be maintained and that portion of the public way abutting the parcel and
including the treebelt shall be maintained in a safe and attractive condition by the owner of
the parcel."
"The contractor/owner shall be responsible for testing any existing Town gate valve where
anew connection will be made. The contractorfowner will also be responsible for repairing
or replacing such valve or installing a new valve at the property Iine in order to allow
pressure testing of the new water main."
If you have any questions, please do not hesitate to contact our division.
Sine ely, Sincerely,
or
ames T. Daley, P.E. Harold Piligian, E.I.T.
Town Engineer Civil Engineer I
HAENGINEERIS 1TEPLANISp�760 l.wpd
1
6 Guidelines for Parking Facility Location and Design
surface Parking Design
Most of tlse basic principles of parking
layout can be illustrated by a review of VPw
surface lot design.Stall and aisle dimen-
sions and arrangements,horizontal cir- W,
culation patterns, reservoir needs, and
entry-exit revenge controls are similar 8 Parking angle
for lots and garages. The special ele- W, Parking module width(wall to
tro 5ti
ments induced by garages(columns, wall),single loaded aisle
ramps,vertical circulation patterns,day- W,- Pig module width(wall to
time lighting,and ventilation)are cov- wall),double loaded aisle WP 54
erect separately in the "Parking Struc- W3 Parking module width(wall to $
tune Design"chapter. interlock),double loaded
W, Parking module width(interlock Wz
3.01 Relationship between to lam),double loaded.aisle
Design and Operation AW Aisle width
Theo don of a parldng facility is WP Stall width parallel to aisle
1 P g ty VP, Projected vehicle length from
greatly influenced by its design. The interlock W3
design elements and their associated VP, Projected vehicle length from wall
operational features may be identified measured perpondicalar to aisle
in successive steps as follows: Sim length
1. Vehicular access from the street sys- S, Stall width W4
tern(entry driveway);
2. Search for a parking stall(circulation
and/or access aisles); A W
3. Maneuver space to enterthe stall(ac-
Coss aisle); Vpr
4. Sufficient stall size to accommodate
the vehicle's length and width plus
space to open car doors wide enough Figure 3.Dimensional elements of parking layouts.(Source:Adapted from,cited Refer-
to enter and exit vehicle; ence 13,Figure 4.)
S. Pedestrian access to and from the
facility boundary (usually via the part of 7'and 8.Herein lies the essential servicing a row of parldng on each side
aisles); difference between low-volume parking of the aisle(sec Figure 3).In some cases,
6. Maneuver space to exit from the and what generally should be practiced partial modules are used where the aisle
parldng stall(access aisles); in facilities designed to handle more serves only a single one-side row of
7. Routing to leave the facility(access than two or three cars.Except along al- parking.This arrangement is inefficient
and circulation aisles);and . leys, the larger lots should have most and should be avoided.
8. Vehicular egress to the street system parking and unparking maaegvers can- The minimum practical stall width
(exit driveway). tained off-street. Frequent backing of varies principally with turnover (fm-
The simplest farm of off-street parking cars across sidewalks and into public quency of stall use), experience of the
streets increases congestion and creates parker, acid vehicle size. Commercial
is the single stall at a home.Assuming a
straight driveway,steps 1 and 8 use the hazards parking attendants can park large cars
same lane and curb cut. Steps 2 and 7 in stalls less than 8.0 feet wide. With
are rudimentary.Thus,a driveway serv- 3.02 Stall and Aisle self-parldng, stall widths that will ac-
ing n one-car parking stall or garage Dimensions---Large Cars commodate. most passenger cars and
cannot be considered as representing a in developing the design of a parking light trucks range between 8.3 feet and
second parking space if such parking facility, it is customary to work with 8.8 feet,depending on anticipatedpark-
would block continuous access to the stalls, aisles, and combinations called Ing activity.Site-specific circumstances
basic stall.Step 6 usually involves back- "modules". will influence determinations of the
ing out into the public street or alley,as A complete module is one access aisle mosi appropriate stall width dimension.
I
8 Guidelines for Parking Facility Location and Design
Table 2.Large-Size Parking Layout Dimension Guidelines°
GYP Modules
SM Stall Kith VP. VP, AW W2 Wi
Parking Basic Stall Parallel to Stall Depth Stull Depth Aisle Wall to Interlock so
Glues' Width`(ft) Aisle(ft) to Weill(ft) to Interlocks WLMOUt) `(ft) Interlock(ff)
Two-Way Aide-90 Degrees
A 9.00 9.00
B 8.75 8.75 17-5 17.5 26.0 61.0 61.0
C 8.50 8.50
D 8.25 8.25
Two-Wiry Aisle-60 Degrees
A 9.00 10.4
B 8.75 10.1 19.0 16.5 26.0 62.0 59.0
C 8.50 9.8
D 8.25 9.5
One-Way Aisle-75 Degrees
A 9.00 9.3
B 8.75 9•0 18.5 17.5 22.0 59.0 $7.0
C 8.50 8.8 _
D 8.25 8.5
One-Way Aisle-60 Degrees
A 9.00 10.4
B 8.75 10.1 18.0 16.5 18.0 54.0 51.0
C 8.50 9.8
D 8.25 9.5
One-Way Aisle--45 Degrees
A 9.00 12.7
B 8.75 12.4 16.5 14.5 15.0 48.0 44.0
C 8.50 12.0
D 8.25 11.7
Rotes:These dimensions are subject.to slight reductions by local agencies under high-cost conditions(such as garages)or slight iu��in areas subject to
special needs(such as extensive snowfall).The aisle width may be narrowed by apgrvximaWy one foot without cgxdencing a major increase in congestion
and aoo =bility of puking stalls.This would particularly apply in stractares where high conoraction cost is a significant factor Also,a one-step trade-off
can be made between stall and aisle width.A deereasc of 2-feet in Table 2 module can be compensated by a 0.5 foot intense in stall width for the appropriate
class.
See Figure 3 for description of dements.
'See Table 1 for typical uses(A for high turnover,B and C for medium turnover,and C and D for loan turnwar}
=Measured at right angles to stall line.
'May also apply to boundary cunt where bumper overhang is allowed
'To vehicle convex
/Rounded to nearest fool
shown in Figure 3. The other is the ales that will also adequately acc ammo- shown in Table 24 but the stall width
"nested"interlock;it can be used only date a mixture of latgamd small cars. needs arc basically determined by door-
at 45 degrees and is produced by adja- In practice, a faster parking operation opening clearances. Only at very flat
cent aisles having one-way movements will.be achieved if the dimensions are angles of less than 35 degrees will doors
in the same direction.This arrangement increased.Slight reductions are also fea- open ahead or behind the cars in adja-
requires the bumper of one car to face sible,as given in the table notes.Aisle cent stalls,and even then there can be
the fender of another car.Wheel stops widths are based on the stall depths little reduction in basic stall width.
are necessary for each stall, and., even listed in Table 2.If an agency has set a
with their use,the probability of vehicu- longer depth,then the total module di- 3.03 SaMU-Car Dimemions
lar damage is much greater than for mansion is the one to be considered(a Special dimensions for small-car park-
other parking arrangements.Therefore, 61 That module would have a 21-foot in have increased
thus type of parldng layout is not rec- aisle,if stall depths are marked at 20 feet, 8 application in North
America. Time percentage of such cars
ommended,unless the vehicle rows arc for example). vanes by year and also somewhat by
separated by a curbed median. Narrowed stall width in each class for geographical location. It is-currently
Table 2 lists suggested'basic design parking angles of less than 90 degrees about 40 to 50 percent in the United
guidelines for large-size cars for typical is not desirable. There is a relation be- States
parking angles, stall widths, and mod- tween stall width and aisle width, as
A suitable stall length for small cars is
TowN of AciAwAm
MEMORANDUM
To: Planning Board
CC: File; D_P.W .John Stone
From: Engineering
Date: February 15, 2001
Subject: Site Plan 376 - Riverside Liquors, Inc. - Agawam, Massachusetts
In addition to comments made in our February 91, 2001 memorandum to the Planning board,
we have no objection to partially filling in the bathtub designed basin towards the northeast corner
of the lot as proposed since we never recognized it as a storm water detention pond during original
project construction.
If you have any questions, please do not hesitate to contact our division.
Sincerely, Sincerely, AAN
iarnes2T. Daley, P.E. Harold Piligian, .I.T.
Town Engineer Civil Engineer I
H:1ENGINEERISITEPLAN\Sp376_02.wpd
1
�
0
TOWN of AGAWAM
MEMORANDUM Ila
To: Planning Board
CC: File, D.P.W. Superintendent John Stone
From: Engineering
Date: February 9, 2001
Subject: Site Plan 376 - Riverside Liquors, Inc. - Agawam, Massachusetts
Per your xequest dated February 1,2001,we have reviewed the site plan entitled, "Site Plan
in Agawam Massachusetts" dated January. 2001, for Riverside Liquors, Inc., 1811 Main Street
Agawam, MA, prepared by Anderson Associates. We have the following continents:
1.) Anderson Associates should show existing and proposed contour lines, which extend
approximately 30 feet beyond lot lines, on the site plan.
2.) We recommend the owner or its representative file a "WPA Form 1 - Request for
Determination of Applicability" with the Conservation Commission. We also recommend
showing a silt fence on the site plan to protect areas beyond construction activities.
3.) We recommend Anderson Associates locate and show all tree lines within the area shown
on the site plan.
4.) A parking space generation calculation using "Rhode Island Community Detailed Parking
Standards" results in 40 parking spaces for a building of type and proposed size as shown on
the site plan. We recommend the planning board consider the adequacy of the proposed 23
parking spaces by Anderson Associates.
5.) We recommend dimensioning parking space lengths,widths, and aisle widths, and marking
one and two way traffic paths with directional arrows, on the site plan. We recommend
Anderson Associates design parking spaces in accordance with standards set forth in the
Institute bf Transportation Engineers "Guidelines for Parking Facility Location and Desi
April 1994. Shown below are some applicable dimensional guidelines taken fr ,tt
p
source: `
Basic Stall Stall Depth A
Width(ft) To Wall (ftt)
One Way Aisle - 60' 9 18
Two Way Aisle - 90° 9 17.5 f 26 f s
Handicap accessible parking.spaces should also be provided in acc Mr standards
set forth in "Massachusetts 521 CMR: Architectural Access Board.'
6. We recommend debingproposed landscaping in a legend and showing it on the site plan.
7.) We recommend locating a benchmark on the site plan.
8.) The owner or its representative should obtain a storm drain permit per Agawam's Storm
Drain Ordinance.
9.) Anderson Associates should consider the impact from proposed construction, on site
drainage and supply calculations as required. Anderson Associates should also show any
needed pipes, culverts, structures, etc. on the site plan.
10.) Anderson Associates should show all existing underground and aboveground utilities as well
as the sanitary sewer clean out, within the area shown on the site plan.
11.) We recommend Anderson Associates design a handicap ramp in accordance with the
standards set forth in the Massachusetts Highway "Wheelchair Ramp Standards," 10/8/97.
12.) We recommend showing the following notes on the site plan:
"Prior to any installation of any sewer, water or drainage lines, the contractor/owner shall
contact the Town of Agawam's Engineering Division, 786-0400 x 275/8. No
piping/appurtenances will be installed or backfilled without the permission of the division".
"All plantings must be maintained and that portion of the public way abutting the parcel and
including the treebelt shall be maintained in a safe and attractive condition by the owner of
the parcel."
"The contractor/owner shall be responsible for testing any existing Town gate valve where
a new connection will be made. The contractor/owner will also be responsible for repairing
or replacing such valve or installing a new valve at the property line in order to allow
pressure testing of the new water main."
If you have any questions,please do not hesitate to contact our division.
ZarnesSincely, Sincerely,
T. Daley, P.E. Harold Piligian, E.I.T.
Town Engineer Civil Engineer I
H:\ENGINEER\SITEPLAN\Sp376_01.wpd
5 Guidelines for Parking Facility Location and Design
3 surface Parking Design
Most of the basic principles of parking
layout can be illustrated by a review of �VPW�
surface lot design.Stall and aisle dimen-
sions and arrangements,horizontal cir- Wy
culation patterns, reservoir needs, and 1
entry-exit revenue controls are similar 8 Parking angle f
for lots and garages. The special ele- W� g module width(wall to Sti
ments introduced by garages(columns, wall),single loaded aisle
ramps,vertical circulation patterns,day- yy2 Parking module width(wall to
time lighting,and ventilation)are cov- wall),double loaded aisle WP 5�
ered separately in the `larking Struc- W3 Parking module width(wall to e
ture Design"chapter. interlock),double loaded
W. Parking module width(interlock Wz
3.01 Relationship between to interlock),double loaded aisle
Design and Operatiou AW Aisle width
Theo on of a Arkin facility is WP Stall width parallel to aisle
parking ty VP, Projected vehicle length from
greatly influenced by its design. The interlock WW
design elements and their associated VPW Projected vehicle length from wall
operational features may be identified measured perpendicular to aisle
in successive steps as follows: S, Stall length
1. Vehicular access from the street sys- `" Stall width W4
tem(entry driveway);
2. Search for a parking stall(circulation
and/or access aisles); A
3. Maneuver space to enter the stall(ac-
cess aisle); VPr
4. Sufficient stall size to accommodate
the vehicle's length and width plus
space to open car doors wide enough Figure 3.Dimensional elements of parking layouts,(Source:Adapted from cited Refer-
to enter and exit vehicle; ence 11,Figwm 4•)
5. Pedestrian access to and from the
facility boundary (usually via the part of 7 and 8.Herein lies the essential servicing a row of parking on each side
aisles); difference between low-volume parking of the aisle(see Figure 3).In some cases,
6. Maneuver space to exit from the and what generally should be practiced partial modules are used where the aisle
parking stall(access aisles); in facilities designed to handle more serves only a single one-side row of
7. Routing to leave the facility(access than two or three cars_Except along al- parking.This arrangement is inefficient
and circulation aisles);and leys, the larger lots should have most and should be avoided.
8. Vehicular egress to the street system parking and unparidng maneuvers con- The minimum practical stall width
(exit driveway). tained off-street. Frequent backing of varies principally with turnover (fre-
The simplest form of off-street parking cars Noss sidewalks and into public quency of stall use), experience of the
is the single stall at a home.Assuming a streets increases congestion and creates parker, and vehicle size. Commercial
straight driveway,steps 1 and 8 use the ham. parking attendants can park large cars
same lane and curb cut. Steps 2 and 7 to stalls less than 8.0 feet wide. with
are rudimentary.Thus,a driveway serv- 3.02 Stall and Aisle self-parking, stall widths that will ac-
ing a one-car parking stall or garage Dimensions—Large Cars commodate most passenger cars and
cannot be considered as representing a In developing the design of a parking light trucks range between 8.3 feet and
second parking space if such parking facility, it is customary to work with 8.8 feet,depending on anticipated park-
would block continuous access to the stalls, aisles, and combinations called ing acavity.Site-specific circumstances
basic stall.Step 6 usually involves back- "modules". will influence determinations of the
ing out into the public street or alley,as A complete module is one access aisle most appropruft stall width dimension.
8 Guidelines for Parking Atyocation Fw and Desi
Im
Table 2.Large-Size Parking Layout Dimension Guidelines'
WP Modules
SW StalI Width VPV VP. AW Wz W,
Parking Basic Stall Parallel w Stall Depth Stall Depth Aisle Wall to Interlock w
Class" Width-(ft) Aisle(ft) to Wall(ft) to Interlock`(ft) WuWef(ft) Waff(ft) InterlocW(ft)
Two-Way Aisle-90 Degrees
A 9.00 9.00
B 8.75 8.75 17.5 17.5 26.0 61.0 61.0
C 8.50 8.50
D 8.25 8.25
Two-Way Aisle--60 Degrees
A 9.00 10.4
B 8.75 10.1 18.0 16.5 26.0 62.0 59.0
C 9.50 9.8
D 8.25 9.5
One-Way Aisle-75 Degrees
A 9.00 9.3
B 8.75 9.0 I8.5 17.5 22.0 59.0 57.0
C 8.50 8.8
D 8.25 8.5
One-Way Aisle-60 Degrees
A 9.00 10.4
B 8.75 10.1 18.0 I6.5 18.0 54.0 51.0
C 8.50 9.8
D 8.25 9.5
One-Way Aisle-45 Degrees
A 9.00 12.7
B 8.75 12.4 16.5 14.5 15.0 48.0 44.0
C 8.50 12.0
D 8.25 11.7
Notes_These dimensions are subject to slight reductions by local agencies under high-cost conditions(such as garages)or slight increases in areas subject to
special needs(such as extensive snowfall).'The aisle width tiny be narrowed by approximately one foot without experiencing a major increase in cangesrson
and accessibility of parking stalls.This would particularly apply in structures where high consirvction cost is a significant factor.Also,a one-step trade-off
can be made between stall and aisie width.A decrease of 2-feet in Table 2 module can be compensated by a 0.5 foot increase in stall width for the appropriate
class.
,See Frgum 3 for description of elements.
See Table 1 for typical uses(A for high turnover,S and C for medium turnover,and C and D for low turnover),
Measured at right angles to stall line.
May also apply to boundary curb where bumper overhang is allowed.
To vehicle coma
(Rounded to aearest foot
shown in Figure 3. The other is the ales that will also adequately accommo- shown in Table 2, but the stall width
"nested" interlock; it can be used only date a mixture of large-anti-"small cars, needs are basically determined by door-
at 45 degrees and is produced by adja- In practice, a faster parking operation opening clearances. only at very flat
cent aisles having one-way movements will be achieved if the dimensions are angles of less than 35 degrees will doors
in the same direction.This arrangement increased.Slight reductions are also fea- open ahead or behind the cars in adja-
requires the bumper of one car to face sible,as given in the table notes.Aisle cent stalls, and even then there can be
the fender of another car. Wheel stops widths are based on the stall depths little reduction in basic stall width.
are necessary for each stall, and, even listed in Table 2.If an agency has set a
with their use,the probability of vehicu- longer depth,then the total module di- 3.03 Small-Cal'Dimensions
lar damage is much greater than for mension is the one to be considered(a Special dimensions for small-car park-
other parking arrangements.Therefore, 61 foot module would have a 21-foot ing have increased application in North
this type of parking layout is not rec- aisle,if stall depths are maticed at20 feet, Amteica. The percentageof such cars
ommended,unless the vehicle rows are for example). varies by year and also somewhat by
separated by a curbed median. Narrowed stall width in each class for geographical location. It is currently
Table 2 lists suggested basic design parking angles of less than 90 degrees about 40 to 50 percent in the United
guidelines for large-size cars for typical is not desirable. There is a relation be- States
parking angles, stall widths, and mod- tween stall width and aisle width, as A suitable stall length for small cars is
MEMO
To: Planning Board
From: Sergeant Donald Gallerani(�p
Subject: Site Plan-Riverside Liquors, Inc. - 1811 Main Street
Date: February 9, 2001
The proposed expansion of Riverside Liquors by 20' along Main Street and 52' along Kanawa
Avenue will have no impact on pedestrian or traffic safety.
Also,the plans are in compliance with the Town Ordinance regarding Handicapped parking.
Tows. of Agawam
36 Main Street Agawam, Massachusetts 01001.-1.837
Tel_ 41.3-786-0400 Fax 413-786-9927
a-17
MEMO
TO: Building Inspector, Engineering Department, Police Dep rtment,.g ant
FROM: Planning Board
DATE: February 1, 2001
A s�
SUBJECT: Site PIan -Riverside Liquors, Inc. - 1811 Main Street . 4
Please review and comment on the attached Site Plan for Riverside Liquors,Inc.,on 1811 Main
Street,prior to the Board's February 15,20U �et� XAM FIRE
DEP
ARTMENT
Thank you. APPRQVAL
nsDijs DATE
Attachment
. .,,
ALTHOUGH NOT REQUIRED BY LAW THIS OFFICE WOULD LIKE
TO SEE A BASIC FIRE ALARM WITH AN OUT SIDE HORN AND
STROB TO NOTIFY ANY ONE OF A FIRE WHEN NOT OPEN
& • .
"own of Agawam
4'f �
36 Main Street Agawam, Massachusetts 01001-1837
Tel. 41.3-786-0400 Fax 413-786-9927
MEMO
TO: Building Inspector, Engineering Department, Police Department, Fire Department
FROM: Planning Board
DATE: February 1, 2001
SUBJECT: Site Plan- Riverside Liquors, Inc. - 1811 Main Street
Please review and comment on the attached Site Plan for Riverside Liquors, Inc., on 1811 Main
Street,prior to the Board's February 15, 2001 meeting.
Thank you.
D SD/j sg
Attachment
AGAWAM PLANNING BOARDk '-
'.:
FEB Q 1 2001 .
Form D
Application for Site Plan Approval
Please complete the following form and return it and 10 copies of the Site Plan to:
Agawam Planning board
Office of Planning and Community Development . -
36 Main Street
Agawam, MA 01001
1. Nam,: of Business
Add:ess )811 M�q 1 G rAW A ,m YY10 , w
Telephone tq i 3 7 °v Fax
2. Name of -kppfcant/Owner C:1A fL LQ ce4,
,j yr i A
Address 1811 tIrl d tia A .j A Pm Al v?,
Telephone "7Y 1 _( 4 V v Fax
3. Name of Engineer/Architect A/qL Fe -U•,-) l �_C► ?e_S o,,4 do T _
Address l I3 (IhAi _ S? , )-o�C>m r,AAn w D rio
Telephone_ 25-t4l q�� Fax y13 -�,6 7_ Y-5 q 0
4. Please give a brief description of the proposed project:
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