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,
• • Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
November 20,2009
Speedy Co.
51 Gould Street
Andover, MA 01810
To Whom It May Concern:
. Tel. 413-786-0400 Fax 413-786-9927
= <.0
['.)
At its duly called meeting held on November 19,2009, the Agawam Planning Board approve9-::,
the Site Plan entitled "Proposed Site Development, 332 Suffield Street, Agawam, Massachusetts,
Prepared for: Speedy Company, 41 Gould Road, Andover, MA 01810", prepared by MHF
Design Consultants, Inc, and dated October 5, 2009, revised 1113/09 with the following
conditions:
all professional staff comments are to be addressed;
as noted on the plan, fuel deliveries will be allowed only between the hours of 10:00 PM
and 6:00 AM;
no snow shall be stored at "the point" on the property;
. any change in use from a convenience store and gas station shall necessitate the
submission and approval of a new site plan. A change in use shall constitute, among other
things, subletting space for a coffee shop or pizza shop, deli; etc.
If you have any questions, please contact this office at (413) 786-0400, extension 283.
Sincerely,
/A If ~~ e LCA-toZ. . ps.1
Travis P. Ward, Chairman
AGAWAM PLANNING BOARD
TPW/DSD:prk
cc: MHF Design, Attorney Ladizki, Building Inspector, Engineering Dept., Fire Dept., Safety
Officer, Town Clerk, File
c)
MHF Design Consultants, Inc:.
44 Stiles Road
Suite One
Salem, NH 03079
Tel: (S03) 893-0720' Fax: (603) 893-0733' www.mhfdesign.com
HUSEYIN SEVINCGIL, P.E.
CIVIL ENGINEER
hs@mhfdesign.com
ENGINEERS. PLANNERS. SURVEYORS
----• -. -F-=
MHF Design Consultants, Inc.
44 Stiles Road' Suite One' Salem, New Hampshire 03079
TEL (603) 893-0720 • FAX (603) 893-0733
www.mhfdesign.com
Travis P. Ward, Chairman
Agawam Planning Board
36 Main Street
Agawam, MA 01001
Dear Mr. Ward:
November 19, 2009
Re: ~~S~Co~
Gas Station! Convenience Store
332 Suffield Street
Agawam,MA
Sub: Revised Site Plans to address Planning
Board and Town Comments
Please find enclosed four (3) fuU'$'I1.ed sets of Site Development Plans dated October 5, 2009, with 1atest
revisions dated November 13,~®9, The plans have been revised to address the following: ~ Comments from Planiiliig~oard meeting held on November 5, 2009;
~ Memorandum from A~8in Engineering Department, dated November 2, 2009;
~ Memorandum from A.~b Fire Department, dated November 4, 2009
TIle following respoose if to:$h·lanniag Board Comments: ~ As requested, a tfuCf{ Turn Plan has been added to the set of plans.
~ The "No Snow stonige" note has been added to ''point" and is shown on the Site Plan.
~ Note # 17 has been added to the Site Plan indicating that the fuel deliveries will occur between the hours
oflO:OO PM and 6:00 AM.
~ Notes have been added to the Site Plan and Lighting Plan showing the existing light poles as ''To Be
Removed"
~ We reviewed the Site Plan, however, could not add additional parking on-site.
~ As requested, the "employee parking" space has been relocated to the ''poinf'
~ The parking space depth next to the building on the Cooper Street side bas been increased to 21'.
~ As requested by the Engineering Department, we have revised the saw cut line.
~ As requested by the Fire Department, we have provided the 10' setback to the pro~ tanks.
~ The Plan has been corrected to show the pro~ uses.
We believe that the revised plans address The Planning Board and staff comments.
Very Truly Yours,
MIl Design CODSnl1ants, Inc.
266109 Response to Planning Board comments from 11-5-09 meeting.doc
CR266109
Cc: Daya Singh -Speedy Company (via email)
Attorney David Ladizki, WizJci Law (via email)
ENGINEERS • PLANNERS
PE
• SURVEYORS
• •
Memorandum
To: Planning Board
CC: Chief Robert Campbell .
From: Sgt. Richard Niles
SUbject: Site Plan -Speedy, LLC -332 Suffield Street
Date: November 18, 2009
Primary concerns are the curb cuts listed below:
1. Cooper Street, closest to the intersection Cooper-Suffield-Rowley
2. Suffield Street, closest to the intersection Suffield-Cooper-Rowley
Vehicles using these curb cuts to enter/exit the property are in close proximity to the stop
lines located at these intersections. I would suggest an examination of these curb cuts by
the Engineering Department as to their meeting safe standards.
Respectfully Submitted
~.A .~
Sgt. R. Niles
Safety Officer
Agawam Police Department
FILE COpy
Revie,,....,,1""
RECEIVED
NOV 1 8 2009
P' f! r.H\.; . '. qO" A' H" .• .: . V\t 'I '.,. ",.,,-, !..i U
Dominic Urbinati
Inspector of Buildings
DATE:
TO:
FROM:
RE:
-.WD of Aga~m
Inspection Services Department
Building Inspection Code Enforcement
1000 Suffield Street, Agawam, MA 01001
Telephone -(413) 821-0632
October 19,2009
Planning Board
Dominic Urbinati
Inspector of Buildings
332 Suffield Street
Fax (413) 821-0637
MEMO
Richard Bosini
Electrical Inspector
Sealer of Weights & Measures
Enforcement Officer
Robert Maloni
Plumbing Inspector
Cross Connection Surveyor
Please be advised, regarding the above referenced property, on the soulh side properly line the
fence can only be four feet (4') high in the setback area. If you should have any questions
regarding this matter, please do not hesitate to contact this office .
. ,
. ,
TO:
FROM:
SUBJECT:
DATE:
• • Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
. Tel. 413-786-0400 Fax 413-786-9927
MEMO
Ertgineering Dept.,lfl&IitfiBi!!5~r~ire Dept., ADA Committee
Planning Board '"----< J./2>I~
Site Plan -Speedy, LLC -332 Suffield Street
October 20, 2009
Please review and comment on the attached Site Plan for Speedy LLC at 332Suffield Street prior
to the Board's November 5th meeting.
Thank you.
DSD:prk
_,_ ..... ~,_.~"" ... ,,_. ¥._~.J.~'~_"' •. '_~ __ "'~~ __ ~.'~~"~~"~"'_'" , .. "~_.~_ .. ,., ..... ---",._ .... , __ ._._,-~_., ................. "~~, ...... ""_ ... ~~ ..... ~-,, ........ ~.-.. ~-",.----.,--,-•• """"'~-"-"'--,-""-~,--~-~.-,~ ... --,~-,,,.,.,.........,.~~. ,
'"~==========;
AGAWAM PLANNING BOARD
FormD
Application for Site Plan Approval
Please complete the following form and return it and 10 copies of the Site Plan to:..., .;; ~ -0
;p rn
Agawam Building Department
1000 Suffield Street
Agawam, MA 01001
::;, ~ ~ -:.::~ ~
":;;£ ~
"? r:::
:t: -0 -.... ~ ?
vJ
Address 332 SUFFIELD STREET, AGAWAM,MA 01001
Telephone 978-500-0799 FM~" ________________ _
2 .. Name of Appli~t10wner_S_P_E_E_D_y-,,_L_L_C_' __ ..:....... ____________ _
Address 51 GOULD STREET, ANDOVER, MA 01810
Telephone 978·500-0799 FM _______________ _
3. NameofEngineer/Architect MHF DESIGN CONSULTANTS, INC . clO HUSEYIN SEVINCGIL
Address 44 STILES ROAD, SALEM NH 03079
Telephone 603-893-0720 Fax 603-893-0733
4. Please give a brief description of the proposed project:
THE PROPOSAL WILL INCLUDE A 765 SF ADDITION TO THE EXISTING 1,235 SF +/-
" SERVICE STATION TO CREATE A NEW2,QOO SF CONVENIENCE STORE THAT WILL
INCLUDE A COFFEE SHOP AND A PIZZA PARLOR (WITH 12 SEATS). THE FOUR
EXISTING MOTOR FUEL DISPENSERS (WITH EIGHT FUELING LOCATIONS) AND
THE EXISTING UNDERGROUND FUEL STORAGE TANKS WILL BE REMOVED AND
THE SITE WILL INCLUDE THE CONSTRUCTION OF FOUR NEW MOTOR FUEL
DISPENSERS (WITH EIGHT FUELING LOCATIONS), AN OVERHEAD CANOPY ANEl
TWO NEW UNDERGROUND FUEL STORAGE TANKS.' e.:~" RC..' D
Revised 211107 ~Gc:. ,'l1 '(;.,.
'f"'-~ ~~oQ.
, (\r1' ~ "
NOU-18-2009 14:17 AGAWAM POLICE DEPT 14137864821 P.01/05 -• !\GA WAM POLICE DEPARTMENT
Chief Robert p. Campbell
681 Springfield Street, Feeding Hills, MAOJ()30
Telephone-(413 )786-4767/ FAX (413)786..Jf,82I
Fax CoverSheet
, Date:_--=.l~f _-':.-.~_--,O_7
Send To :"",-PIeUl '(\\ _~. BOe( (J" cf
Attention.,' ____ flaM '
Faxnumber: __ 7.....LlC> QC;2?
----'--------,-_.,---------------------
-----,----... ----,-,------~-----."'.-----... -,"------
---' Number of pages ~ Including cover page
n;is comm'unicatinD is inic;d~d only for the addressee(;i-~l-d-may~~rt~i~;":~onfidelltial or privileged
infomlation, If you are not the intended addressee, any list, disclosure, copying or C(l.mlllunicati(l1J of the
content is prohibitc.d , If you reee,ivc this message by errOI, please notify Ihis a~ency ,
NOV-18-2009 14:17 AGRWRM POLI CE DEPT • 14137864821 •
Memorandum
To: Planning Board
CC: Chief Robert Campbell
From: Sgt. Richard Niles
Subjcct: Site Plan -Speedy, LLC -332 Suffield Street
Date: November 18, 2009
Primary concerns are the curb cuts listed below:
I. Cooper Street, closest to the interscction Cooper-Suffield-Rowley
2. Suffield Street, closest to the intersection Sufficld-Coopcr-Rowlcy
Vehicles using these curb cuts to enter/exit the property are in close proximity to the stop
lines located at these intersections. I would. suggest an examination of these curb cuts by
the Engineering Department as to their meeting safe standards.
Respectfully Submitted
.:J1 .A.~
S gt. R. Niles
Safety Officer
Agawam Police Department
Revie"·-':rI>.
NOV-18-2009 14:17 AGAWAM PCL I CE DEPT 14137864821
TO:
FROM:
SUBJECT:
DATE:
• • rown of Agawam
36 Main Street Agawam, Massacbusetts 01001-1837
. Tel. 413-786-0400 Fax 413-786-9927
MEMO
. Engineering Dept, Police Dept., Fire Dept., ADA Committee
Planning Board ~Q
Site Plan -Speedy, LLC -332 Suffield Street
October 20, 2009
Please review and lA>nlment on the attached Site Plan f(lr Spi:edy LLC at 33i Suffield Street priOT
to the Board's November 51h meeting.
Thank you.
DSD:prk
P.03/05
NOV-1B-2009 14:18 AGAWAM POLICE DEPT 14137864821 P.04/0S
Dominic UI'binstl
Inspector ofl3uilding,
DATE:
TO:
FROM:
RE:
'l_wn of Aga~m
Inspection Services Department
Building Inspection Code Enforcement
1000 Suffield Street, Agawam, MA 01001
Telephone -(413) 821-0632
October 19, 2009
Plaruung Board
Dominic Urbinati
Inspector (If Buildings
332 Sutneld Street
Fax (413) 821-0637
MEMO
Richard Bosin;
Elee\rica\ InepeetQr
Sealer of Weight.< de. Measu~
Enforcement Officer
Robort Maloni
Plumbing Inspector
Cross Connection Survoyor
Please be advised, regarding the above referenced property, on the south side property line the
fence can only be four feet (4') high iil the setback area. If you should have any questions
regarding this matter, please do not hesitate to contact this office.
NOU-18-2009 14:18 AGAWRM POLICE DEPT 14137864821 P.0S'0S
AGAWAMP~GBOARD
FormD
Application for Site Plan Approval
Please complete die foUowing form aad retam it aud 10 copies or the Site PIID t~ VI ~ ~
Agawam Building Department ,," ~ ~
1000 Suffield Street;'" -__ ;;. -" 0
Agiwam, MA 01001 ? ~ %. :I. IJ'l . "0'" ::: ~
Y-iSi c=i
1. Name of Business SPEEDY. LLC w ra
Address 332 SUFFIELD STREET, AGAWAM,MA 01001
Telephone 978-500-0799 Fu,~. ___________________ _
,2 .. Name of Appli~rIOwntlt"_S_P_E_E_D_y..:.,_l_lC_. ______________ _
Address 51 GOULD STREET, ANDOVER, MA 01810
Telephone 978·500-0799 Fu, _______________________ __
3. Name of Engineer/An:hitect MHF DESIGN CONSULTANTS, INC. clO HUSEYIN SEVINCGll
Address 44 STILES ROAD. SALEM NH 03079
Telephone 603-893-0720 Fu 603-893-0733
4. Please give a brief description of the proposed project:
THE PROPOSAL WILL INCLUDE A 765 SF ADDITION TO THE EXISTING 1,235 SF +1-
SERVICE STATION TO CREATE A NEW 2,000 SF CONVENIENCE STORE THAT WILL
INCLUDE A COFFEE SHOP AND A PIZZA PARLOR (WITH 12 SEATS). THE FOUR
EXISTING MOTOR FUEL DISPENSERS (WITH EIGHT FUELING LOCATIONS) AND
THE EXISTING UNDERGROUND FUEL STORAGE TANKS WILL BE REMOVED AND
THE SITE WILL INCLUDE THE CONSTRUCTION OF FOUR NEW MOTOR FUEL .
DISPENSERS (WITH EIGHT FUELING LOCATIONS). AN OVERHEAD CANOPY ANE>
TWO NEW UNDERGROUND FUEL STORAGE TANKS.' ~\:~ .en ~Vlro7 • C~~J ~ J' "~"o
\.'1\,1' 'l, " ' •
TOTAL P.IlS
. . • •
Town of Agawam
36 Main Street Agawa~ Massachusetts 01001-1837
Tel. 413-786-0400 Fax 413-786-9927
November 6, 2009
Huseyin Sevincgil, P.E.
MHF Design Consultants,· Inc.
44 Stiles Road, Suite One
Salem, NH 03079
Dear Mr. Sevincgil:
At its meeting held on November5, 2009, the Agawam Planning Board reviewed the Site
Plan for Speedy Co. at 332 Su"ffield Street. The Board tabled aCtion on the Site Plan to
their next meeting (November 19,2009). The following is a summary of items that were
discussed and are to be addressed:
• a plan is to be submitted showing traffic flow through the site with a fuel
delivery tanker in place;
• . a note is to be placed on the plan indicating that there shall be no storage of
. snow at the "point" on the property;
. • a proposed fuel delivery schedule is to be provided indicating hours of
deliveries;
• the "site plan" shall be amended to include proposed lighting and the removal
of the existing metal poles adjacent to the residence;
• provide additional parking on the site if at all possible; .
• the employee parking isto be moved to the "point" on .the site;
• the parking space next to the building on the Cooper Street side shall be
moved closer to the rear property line;
• the attached Engineering Department comments dated November 2, 2009 and
the attached Agawam Fire Department comments dated November 4, 2009 are
to be addressed; and
• correct the plan to reflect the proposed uses on the site.
• • •
-2-
Three sets of revised plans are to be submitted to the Planning Department. If you
have any questions, please contact this office at (413) 786-0400, extension 283.
Sincerely,
7..-1. ~ ~:~ e to/U..~u~
Travis P. Ward, Chainnan
AGA W AM PLANNING BOARD
TPW/DSD:prk
cc: Engineering Dept., Attorney David Ladizki, Speedy Co. , File
, •
To: Planning Board
•
TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 821 0600 • Fax (413) 821 0631
Anthony M. Sylvia, P.E. • Superintendent
MEMORANDUM
CC;
From:
Huseyin Sevin~gil-MHF Design Consultonts, Inc.; Anthony Sylvia, P.E . -DPW Sup!.; File
Engineering
Date: November 2, 2009
Subject: SP 538 Speedy LLC, 332 Suffield Street
Per your request, Engineering has reviewed the plan at 332 Suffield Street for Speed, LLC, dated October 29,
2009 and we have the following comments:
I. The applicant has removed the proposed' doughnut shop, pizza restaurant and associated sitting area
from the plan. Engineering recommends that the Planning Board require a DeW site plan if any
foo'dservices are proposed for the site in the future.
2. The proposed saw· cur line on Cooper Street is shown projecting into the roadway by approximately two
feet; the line shall be moved such that it does not extend past the gutterlinclcurbline.
Engineering reserves the right to make additional comments as new information is submitted. If you have any
questions please do not hesitate to contact this division.
Sincerely,
G. Decker, E.lT
Assistant Town Engineer
5:\.sp~53a fpcedj -332 suffield It\mcmo O;Z,aoc
Town Engineer
AbAVW\M FIRE DEPA_MENT
1 114/2009
Revised letter
RE: Speedy, LLC.
332 Suffield Street
Agawam, Ma. 01001
800 MAIN STREET. AGAWAM, MA 01001
TELEPHONE (413) 786-0657 FAX (413) 786-1241
STEPHENM. MARTIN, CHIEF OF DEPARTMENT afdchief@agawam.ma.us
ALAN C. SIROIS, DEPUTY CHIEF afddeputy@agawam.ma.us
SCOTT MITCHELL, FIRE INSPECTOR ufdinsp@agawnm.ma.us
Dear Agawam Planning BOard,
After reviewing the plans for the proposed gas station located at 332 Suffield Street the
under ground storage tank closest to Suffield Street is only eight feet away from the property
line, the tank must be ten feet away from the property line.
Thank you
S~~
Scott Mitchell
Fire Inspector
. CC: Chief Martin
NOV 052009
AGAW~lM FIRE DEPAIWMENT
11/412009
Revised letter
RE: Speedy, LLC.
332 Suffield Street
Agawam, Ma. 01001
800 MAIN STREET • AGAWAM, MA 01001
TELEPHONE (413) 786-0657 FAX (413) 786-1241
STEPHEN M. MARTIN, CHIEF OF DEPARTMENT afdchief@agawam.ma.us
ALAN C. SIROIS, DEPUTY CHIEF afddeputy@agawam.ma.us
SCOTT MITCHELL, FIRE INSPECTOR afdinsp@agawaULma.us
Dear Agawam Planning Board,
After reviewing the plans for the proposed gas station located at 332 Suffield Street the
under ground storage tank closest to Suffield Street is only eight feet away from the property
line, the tank must be ten feet away from the property line.
Thank you
S~~
Scott Mitchell
Fire Inspector
CC: Chief Martin
HECEfVED
NOV 0 5 Z009
. ~nA· Iw.; , t:A ':*,!J" ~ f ,U
11 /0</2009 18 :49 FA X 4138210831 . . . t·"
To: Planning Board
•
TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 821 0600 • Fu (413) 821 0631
Anthony M. Sylvia, P.E. • Superintendent
MEMORANDUM
~ 002{002
CC:
FroIO:
Huseyin Sevin"gil -MHF Design Consultants, Inc.; Anthony Sylvia, P.E. -DPW Supt.; File
Engineering
Date: November 2, 2009
Subject: SP 538 Speedy LLC, 332 Suffield Street
Per your request, Engineering has reviewed the plan at 332 Suffield Street for Speed, LLC, dated October 29,
2009 and we have the following comments:
1. The applicant has removed the proposed doughnut shop, pizza restaurant and associated sitting area
from the plan. Engineering reconunends that the Planning Board require a new ,ite plan if any
foodservices are proposed for the site in the future.
2. The proposed saw-cut line on Cooper Street is shown projecting into the roadway by approximately two
fect; the line shall be moved such that it does not extend past the gutterline/curbline.
Engineering reserves the right to make additional comments as new information is submitted. If yOll have any
questions please do not hesitate to contact this division.
Sincerely,
, r'-. G. Decker, E.IT
Assistant ToWII Engineer
5;\&p\531 "peed), -332 sutfie~d n\mcmo 02,doc
Town Engineer
• •
MEMO
TO: Engineering Department
FROM: Planning Board
SUBJECT: Revised Site Plan -Speedy Co. -Suffield Street
DATE: November 2, 2009
Please review and comment on the attached revised Site Plan for Speedy Co. on Suffield Street
prior to the Board's 1115109 meeting.
Thank you.
DSD:prk
•
MHF Design Consultants, Inc.
44 Stiles Road· Suije One· Salem, New Hampshire 03079
TEL (603) 893-0720 • FAX (603) 893-0733
www.mhfdesign.com
Deborah Dachos, Director
Planning & Community Development
36 Main Street
Agawam, MA 01001
H0rF1VED y <; .,_,...J __ .
NOV 02 2009
Dt#iNlN· \NG BOAHU I ,,-0.
Dear Ms. Dachos:
October 29, 2009
Re: Proposed Speedy Company
Gas Station! Convenience Store
332 Suffield Street
Agawam,MA
Sub: Revised Site Plans to address Staff
Comments
Please find enclosed four (4) full sized sets of Site Development Plans dated October 5, 2009 with
latest revisions dated October 27, 2009. The plans have been revised to address the following:
~ Site Plan Review from Deborah Dachos, dated October 22, 2009;
~. Memorandum from Agawam Engineering Department, dated October 22, 2009;
~ Memorandum from Domenic Urbanati, Inspector of Buildings, dated October 19, 2009
The Site Plans have been revised to address all staff comments. The developer has also eliminated the
proposed coffee shop and pizza parlor (with 12 seats) from within the proposed 2,000 sf convenience store.
Please note that one set of plans is for the Engineering Department and that we have also emailed an
electronic copy of the Site Plan set to John Decker. We look forward to meeting with the Planning Board
at the November 5, 2009 meeting. Contact our office if you have any questions regarding the project.
Very Truly Yours,
MHF Design Consultants, Inc.
gineer
266109 Revised Site Plans to address Town Comments 10-29-09.doc
CR266709
Cc: Daya Singh -Speedy Company (via email)
Attorney David Ladizki, Ladizki Law (via email)
Dev Singh -Beara Capital (via email)
Christopher Henderson -StudioAD, Ltd. (via email)
ENGINEERS • PLANNERS • SURVEYORS
• •
AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT
SITE PLAN REVI EW
REVIEWER: D. Dachos DATE: October 22,2009
DATE RECEIVED: October 13, 2009 DISTRIBUTION DATE: October 20,2009
PLANNING BOARD MEETING DATE: November 5,2009
APPLICANT INFORMATION
l. . Co Name of Busmess: Speedy~
Address: 332 Suffield Street, Agawam, MA 01001
2. Owner: Speedy, LLC
Address: 51 Gould Street, Andover, MA 01810
Telephone: 978-500-0799 Fax:
3. Engineer: MHF Design Consultants, Inc. c/o Huseyin Sevincgil
Address: 44 Stiles Road, Salem, NH 03079
Telephone: 603-893-0720 Fax: 603-893-0733
PLAN REVIEW
Scale: l' = 10' Date: October 5, 2009, revised October 9, 2009
Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of
Plan): O.K.
Description of Project: A proposed 765 square foot addition to an existing 1,235 square
foot gas station to create a 2,000 square foot convenience store that is proposed to
include a coffee shop and pizza parlor (12 seats). Construction of four new fuel
dispensers (eight fueling locations), an overhead canopy and two new underground
storage tanks.
Site Plan Review
Page 2
• •
Description of Site: See attached aerial photo. Site fully developed with vacant gasoline
station.
Provision for Traffic Flow: The existing curbcuts. two each on Suffield and Cooper
Streets, shall be all be decreased to 30' in width. There was discussion about the possible
elimination of one or more of the curb cuts. The applicant has indicated that deliveries
can not be made if the curb cuts are eliminated.
Parking: The plan shows 9 parking spaces (1 handicapped). Using Agawam's Parking
Guidelines. 15 spaces would be required. The applicant indicates that the fueling
locations should be counted as parking. The Planning Board should decide if the fueling
locations can be counted towards the parking total.
Drainage: See Engineering comments attached.
Public Utilities: See Engineering comments.
Landscaping/Screening and Buffers: Landscape plan should be enhanced with additional
plantings. See Building Inspector's comments regarding fence.
Sign location: O.K.
Exterior Ughting: Proposed lighting along property line (16' in height) should be
evaluated. All lighting should be recessed.
Rendering or Elevations: Colors and textures should be provided.
Dumpster location: All dumpsters are to be screened.
Other Comments or Concerns: The applicant has shown a sidewalk along Cooper
Street. Engineering has suggested that it be eliminated. Currently, there are no sidewalks
adjacent to the site, though there is a sidewalk on the opposite side of Cooper Street
starting just to the west of Pager's. Both the Engineering Department and the Planning
Department have concerns over the safety of this intersection and a method to allow
pedestrians to enter the site safely. In anticipation that the intersection will need to be
reconstructed in the future. it is suggested that the property owner agree, either through
a memorandum of agreement or other instrument, to participate with the town in the
redesign of the intersection.
Planning Board
• TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 821 0600 • Fax (413) 8210631
Anthony M. Sylvia, P.E. • Superintendent
MEMORANDUM
12JVV':::fVV':::
To: cc:
From:
Huseyin Sevin~gil -MHF Design Consultants, Inc.; Anthony Sylvia, P.E...., DPW Supt.; File
Engineering
Date: October 22, 2009
Subject: SP 538 Speedy LLC, 332 Suffield Street
Per your request, Engineering has reviewed the plan for the proposed fuel filling station/convince store/doughnut
shop/pizza restaurant at 332 Suffield Street for Speed, LLC, dated October 5, 2009 and we have the following comments:
I. The proposed site shows 9 striped parking spaces including one van accessiole and one employee space. The
applicant is claiming 8 additional spaces at the fuel pumps, bringing the sites total to 17 spaces. Engineering has
requested a parking generation study for lhe sile to prove that the provided parking will be adequate for the
proposod uses.
2. The plans show the san itruy sewer work on the site as 6in diameter pipe; the applicant needs to confirm diameter
of the existing lateraL If the existing lateral is smaller than 6in thon a neW lateral needs to be run from the main in
Suffield Street.
3. Please update the appropriate DPW conStrUction standard details with the most cecent versions, a AutoCAD file
of them will be fOJWarded to the design engineer.
4. The accessible parking sign needs to meet the design standards specified in State and Town code.
S. Upon further review, the DPW feels that the proposed sidewalk is not appropriate at this location.
6. The proposed, one-way, 30ft wide driveway curb-cuts will be impossible to mainlain one-way traffic; the curb
cuts should be made two way.
7. Please add a note to the plan that any snow piled on site will not block visibility rurning in and out of the
driveways and also thaI snow to be hauled away from the sile shall be done so as soon as practicable.
8. The roof leaders are shown connecling into the Town drainage system; this will require a stonn drain connection
permit and also a hold harmless agreement between the Town and the Owner.
9. The existing catch basins in Suffield Street and Cooper Street do not appear to have sumps deep enough to
accommodate retrofitting the catch basins, therefore the associated noles and details should be removed from the
plan. The DPW encourages the applicant to take measures to prevent any illicit discharges into the stonn
drainage system.
10. The Stonnwater system DIM notes on sheet 5 need to be updated with the correct information for this project.
II. The fence proposed in the setback area can have a maximum height of 4ft; please refer to the Building
Department for more information.
Engineering reserves the right to make additional commentS as new information is submitted. If you have any questions
please do not hesitate to co ct this division.
Town Eogineer
,:\lp\53B !pc:cd)' -JJ2 :mffidd "~\mem('l Ol.doc
Dominic Urbinati
Inspector of Buildings
DATE:
TO:
FROM:
RE:
.wn of Agawan
Inspection Services Department
Building Inspection Code Enforcement
1000 Suffield Street, Agawam, MA 01001
Telephone -(413) 821-0632
October 19, 2009
Planning Board
Dominic Urbinati
Inspector of Buildings
332 Suffield Street
Fax (413) 821-0637
MEMO
Richard Bosini
Electrical Inspector
Sealer of Weights & Measures
Enforcement Officer
Robert Maloni
Plumbing Inspector
Cross Connection Surveyor
Please be advised, regarding the above referenced property, on the south side property line the
fence can only be four feet (4') high in the setback area. If you should have any questions
regarding this matter, please do not hesitate to contact this office.
Print •
---l
--
Parcel 10: Jl2 1 10
Owner: CHAUDHRY SHAMIM
Parcel Address: 332 SUFFIELD ST
1---. J
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Interactive Map
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Date: 10/22/09
234 469 Feet
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Scale : 1"=234' (1:2812)
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r .. Print •
Parcel 10: 112 1 10
Owner: CHAUDHRY SHAMJM
Parcel Address: 332 SUFFIELD ST
Interactive Map
• Page I of I
Date: 10/22/09
o 125 251 Feet
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Scale : 1"=125'
http://hoting.tighebond.com/agawam/print.aspx?maptype=5&image=http%3a%2f''102fpr... 10/22/2009
Dominic Urblnati
Inspector of Buildings
DATE:
TO:
FROM:
RE:
rpown of Aga"am
Inspection Services Department
Building Inspection Code Enforcement
1000 Suffield Street, Agawam, MA 01001
Telephone -(413) 821-0632
October 19, 2009
Planning Board
Dominic Urbinati
Inspector of Buildings
332 Suffield Street
Fax (413) 821-0637
MEMO
Richard Bosini
Electrical Jnspector
Sealer of Weights & Measures
Enforcement Officer
Robert Maloni
Plumbing Inspector
Cross Connection Surveyor
Please be advised, regarding the above referenced property, on the south side property line the
fence can only be four feet (4') high in the setback area. If you should have any questions
regarding this matter, please do not hesitate to contact this office.
,
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MHF Design Consultants, Inc.
Dominic Urbinati
Agawam Building Department
1000 Suffield Street
Agawam, MA 01001
1"',+1'-' r t;:r\fC 0
:~€. ~)o<>. _ ~_} :.,_ t .-
• 44 Stiles Road· Suite One· Salem. New Hampshire 03079
TEL (603) 893-0720 • FAX (603) 893-0733
www.mhfdesign.com
October 9, 2009
. ~-"-"-
. OCi 1 3 2~~:':\f\¥tv
Dear Mr. urbinft J \Nl\.-':.~)\} , ~
Re: Proposed Speedy, LLC
332 Suffield Street
Agawam,MA
Sub: Planning Board Application for
Site Plan Approval
.~ -..
On behalf of our client, Speedy, LLC, we hereby submit the following documents for Site Plan
Review from the Agawam Planning Board for the above referenced location:
o Completed Application for Site Plan Approval;
o 10 sets of Site Development Plans dated October 5, 2009 revised October 9,2009;
We look forward to meeting with the Planning Board at the November 5 meeting. Contact our
office if you have any questions regarding the project
266709 Planning Board Submittal II 0-9-09.doc
CR266709
Cc: Daya Singh -Speedy, LLC
Christopher Henderson -StudioAD, Ltd.
,
• ,
ENGI'IEERS •
v cry Truly Yours,
MHF Design CODliultant!, Inc.
Huseyin Sevincgil, PE
Senior Project Engineer
, ,C ' AS • SURVEYORS
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AGAW~P~GBOARD
FormD
Application for Site Plan Approval
.. /'
PIeJue wmplete tile followinl form ud remm it ad 10 copies of tile Site PIu ~ if,
§ ~
Agawam Bal1diDg Departmeat :7) ~ S?t
1000 Saffield Street ~ _ §
Agawam, MA 01001 ~ c ;;,
-'Q ~
1. Name of Business SPEEDY, LLC
~ i9 :S
...... ~ -to
Address 332 SUFFIELD STREET, AGAWAM, MA 01001
Telephone 978-500-0799 Fu~ ____________ _
2.' Name of Appli~tlOwner_S_P_E_E_D_Y-,-, _LL_C _______________ _
Address 51 GOULD STREET, ANDOVER, MA 01810
Telephone 978-500-0799 Fu, ______________ _
3. Name ofEngineerlArchitect MHF DESIGN CONSULTANTS, INC . clO HUSEYIN SEVINCGIL
Address 44 STILES ROAD, SALEM NH 03079
Telephone 603-893-0720 Fu 603-893-0733
4. Please give a brief description of the proposed project:
THE PROPOSAL WILL INCLUDE A 765 SF ADDITION TO THE EXISTING 1,235 SF +/-
SERVICE STATION TO CREATE A NEW 2,000 SF CONVENIENCE STORE THAT WILL
INCLUDE A COFFEE SHOP AND A PIZZA PARLOR (WITH 12 SEATS). THE FOUR
EXISTING MOTOR FUEL DISPENSERS (WITH EIGHT FUELING LOCATIONS) AND
THE EXISTING UNDERGROUND FUEL STORAGE TANKS WILL BE REMOVED AND
THE SITE WILL INCLUDE THE CONSTRUCTION OF FOUR NEW MOTOR FUEL "
DISPENSERS (WITH EIGHT FUELING LOCATIONS), AN OVERHEAD CANOPY ANE>
TWO NEW UNDERGROUND FUEL STORAGE TANKS: ~\" .cD ~y~ ~~ ~ 1\ ~~,,~ l\ } .. ~\.~ '/, .,,jf" , ... \
"
• •
MEMO
TO: Engineering Department
FROM: Planning Board
SUBJECT: Site Plan -Speedy, LLC -332 Suffield Street
DATE: October 7, 2009
Please review the attached Preliminary Site Plan for Speedy, LLC, 332 Suffield Street. Please
communicate your comments directly to the applicant as soon as possible. This will allow them
to prepare a final plan for the Planning Board's meeting to be held on October 5th•
Thank you.
Deborah Dachos, Director
Planning & Community Development
36 Main Street
Agawam, MA 01001
Dear Ms. Dachos:
• 44 Stiles Road· Suite One· Salem, New Hampshire 03079
TEL (603) 893-0720 • FAX (603) 893-0733
www.mhfdesign.com
October 6, 2009
Re: Proposed Speedy, liC
332 Suffield Street
Agawam,MA
Sub: Planning Board Application for
Site Plan Approval
On behalf of our client, Speedy, liC, we hereby submit the following documents for Site Plan
Review from the Agawam Planning Board for the above referenced location:
o Completed Application for Site Plan Approval;
o 2 sets of Site Development Plans dated October 5, 2009;
Please note that one set is for the Engineering Department and that we have also emailed an
electronic copy of the Site Plan set to John Decker. once Mr. Decker has reviewed and issued his
comments, we will revise the plans and submit 10 full sets for the Planning Board. We look forward to
meeting with the Planning Board at the November 5 meeting. Contact our office if you have any questions
regarding the project.
266709 Planning Board SubmittalllO-6-09.doc
CR266709
Cc: Daya Singh -Speedy, LLC
Christopher Henderson -StudioAD, Ltd.
ENGIl'EERS • PLANNERS
Very Truly Yours,
MHF Design CODsultants, Ine.
:ViBcl!il, PE
Ilginee:r
• SURVEYORS
•
AGAWAM PLANNING BOARD
FormD
Application for Site Plan Approval
PIeue complete the following form .. d retum it ud 10 copies of the Site Plan to:
Agawam Building Departmeat
1000 Saffield Street
Agawam, MA 01001
1. Name of Business SPEEDY, LLC
Address 332 SUFFIELD STREET, AGAWAM, MA 01001
Telephone 978-500-0799 Fn. ______________ _
2.· Name of Appli~OWnc£_S_P_E_E_D_Y.:.., _LL_C _______________ _
Address 51 GOULD STREET, ANDOVER, MA 01810
Telephone 978-500-0799 Fn _____________ _
3. Name ofEngineer/Architect MHF DESIGN CONSULTANTS, INC. clO HUSEYIN SEVINCGIL
Address 44 STILES ROAD, SALEM NH 03079
Telephone 603-893-0720 Fn 603-893-0733
4. Please give a brief description of the proposed project:
IR .... .I?11"'7
THE PROPOSAL WILL INCLUDE A 765 SF ADDITION TO THE EXISTING 1,235 SF +/-
SERVICE STATION TO CREATE A NEW 2,000 SF CONVENIENCE STORE THAT WILL
INCLUDE A COFFEE SHOP AND A PIZZA PARLOR (WITH 12 SEATS). THE FOUR
EXISTING MOTOR FUEL DISPENSERS (WITH EIGHT FUELING LOCATIONS) AND
THE EXISTING UNDERGROUND FUEL STORAGE TANKS WILL BE REMOVED AND
THE SITE WILL INCLUDE THE CONSTRUCTION OF FOUR NEW MOTOR FUEL
DISPENSERS (WITH EIGHT FUELING LOCATIONS), AN OVERHEAD CANOPY AND
TWO NEW UNDERGROUND FUEL STORAGE TANKS:
• •
AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT
SITE PLAN REVIEW
Preliminary Review
REVIEWER: D. Dachos DATE: August 24. 2009
DATE RECEIVED: August 18. 2009 DISTRIBUTION DATE:
PLANNING BOARD MEETING DATE:
APPLICANT INFORMATION
1. Name of Business: Speedy. LLC
Address: 332 Suffield Street. Agawam. MA 01001
2. Owner: Same
Address: 41 Gould Road. Andover. MA 01810
Telephone: Fax:
3. Engineer: (Representative: Carolyn A. Parker)
Address: 3 Lorion Avenue. Worcester. MA 01606
Telephone: 508-853-1167 Fax: 508-853-1176
PLAN REVIEW
Scale: 1" = 10' Date: July 30. 2009
Title Block (Street Address. Applicant's Name. Address. Scale. Name of Preparer of
Plan): Plan is not stamped.
Description of Project: Proposed addition to an existing gas station to include a
convenience store, coffee shop and small pizza parlor.
Site Plan Review
Page 2
•
Description of Site: Site is fully developed as a gas station.
•
Provision for Traffic Flow: Plan shows four curbcuts. There are two shown on Suffield
Street. Both are two-way. The southerly most is 25.3' and the northerly, 35'. There are
two curbcuts on to Cooper Street. One is 39.4' and the other 45.7'. All radii must be
shown on the plan. The Cooper/Suffield Street intersection is one of the more difficult in
Town. There have been numerous traffic accidents. The applicant should work with the
DPW to layout the curbcuts so that the safety of the patrons and passing traffic shall be
enhanced.
Parking: Ten (10) parking spaces are shown. Using the Planning Board's guidelines, at
least fifteen (15) parking spaces should be provided. (1.5 for every 200 square feet of
gross floor area).
Drainage: Not provided. See Engineering comments.
Public Utilities: Not provided.
Landscaping/Screening and Buffers: The following landscape note must be placed on
the plan: "All plantings must be maintained and that portion of the public way abutting
the parcel and including the tree belt shall be maintained in a safe and attractive condition
by the owner of the parcel." A landscape plan must be provided showing location, size
and species of the plantings. A decorative fence and/or a landscape screen should be
provided along the southerly property line.
Sign Location: A colored elevation of the sign should be submitted for Planning Board
review.
Exterior Lighting: Cut sheets and dimensions of all exterior lighting must be provided.
All lighting must be shielded and shall be directed so as not to shine on adjacent
residential properties. Wall packs are discouraged.
Rendering or Elevations: A colored elevation has been provided. Are these the final
colors. Textures must also be provided.
Dumpster Location: The enclosure for the dumpster must be specified.
Other Comments or Concerns: How will pedestrian traffic be accommodated by the
site? Given the current high volumes of traffic at this location. how will pedestrians
access the site from both Cooper and Suffield Streets?
Unofficial Property Record Ctt •
Unofficial Property Record Card -Agawam, MA
General Property Data
Parcel lD J12110
Prior Parcel 10 6970-
Property Owner CHAUDHRY SHAM 1M
Mailing Address 332 SUFFIELD STREET
City AGAWAM
Mailing State MA Zip 01001.2111
ParcelZonlng SA
Account Number x
Property Location 332 SUFFIELD ST
Property Use GAS STA
Most Recent Sale Date 6123/2006
Legal Reference 15999-447
Grantor MICHNOVETZ GARY J,
Sale Price 300,000
Land Area 0.450 acres
Current Property Assessment
Xtra Features
Page I of I
Card 1 Value Building Value 61 ,800 Value 101 ,700 land Value 129,600 Total Value 293,100
Building Style GAS ST ATN
# of Living Units 1
Year Built 1953
Building Grade AVERAGE
Building Condition Average
Finished Area (SF) 1232
Number Rooms 0
# of 3/4 Baths 0
Building Description
Foundation Type SLAB
Frame Type STeEL
Roof Structure FLAT
Roof Cover TAR+GRAVEL
Siding VINYL
Interior Walls MINIMUM
# of Bedrooms 0
# of 1/2 Baths 2
Legal Description
Narrative Description of Property
Flooring Type CONCRETE
Basement Floor N/A
Heating Type FORCED HfA
Heating Fuel GAS
Air Conditioning 0%
# of Bsmt Garages 0
# of Full Baths 0
# of Other Fixtures 0
This property contains 0.450 acres of land mainly classified as GAS STAwith a(n) GAS STATN style building, built about 1953, having
VINYL exterior and TAR+GRAVEl roof cover, with 1 unit(s), 0 room(s), 0 bedroom(s), 0 bath(s), 2 half bath(s).
Disclaimer: This information is believed to be correct but is subject to change and is not warranteed.
http://agawam.patriotproperties.com/RecordCard.asp 8/24/2009
Print •
Parcel 10: J12 1 10
Owner: CHAUDHRY SHAMIM
Parcel Address: 332 SUFFIElD ST
Interactive Map
• Page 1 of 1
Date: 8/24/09
o 183 366 Feet
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Scale: 1"=
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Print •
•
• I [
Parcel 10: J12 1 10
Owner: CHAUDHRY SHAMIM Interactive Map
Parcel Address: 332 SUFFIELD 5T
•
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Date: 8/24/09
113
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AROLYN A. PARKE
CONSULTING
3 Lorion Avenue"Worcester, h1A 01606
Tel: 508-853-1167' Fax: 508-853-1176
Cell: 774-239-2781
capconsulting@verizon.net
SPECIALIZING IN THE PETROLEUM INDUSTRY
Projr.ct Management, Permit hprditing, Drafting & Fire S'uppmsion Plam
• •
Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
. Tel. 413-786-0400 Fax 413-786-9927
MEMO
TO: . Engineering Dept., Police Dept., Fire Dept., AIpjX Coriunittee
FROM: Planning Board p9
SUBJECT: Site Plan -Speedy, LLC -332 Suffield Street
DATE: August 18,.2009
Please review and comment on the attached Site Plan for Speedy, LLC at 332 Suffield Street
prior to the Board's September3n1 meeting. .
Thank you.
**This item will appear on the TeamMeetin~ Agenda for August 25th•
,
<':",A R 0 L Y N A. PAR: _~ R
Town of Agawam
36 Main Street
Agawam, MA 01001
Attn: Ms_ Deborah Dachos
Director of Planning
Dear Ms_ Dachos,
CONSULTING
August 17,2009
Speedy, LLC
332 Suffield Street
Agawam, MA 01001
Delivery: Overnight
Enclosed please find (12) twelve copies of the Site Plan for the gas station located at 332 Suffield
Street As you are aware the station has recently been purchased and the new owner wishes to make
some site modifications_ The new owner, will add onto the existing building proposing a
convenience store, coffee shop and a small pizza parlor_ The owner will also remove the existing
underground fuel storage tanks, concrete islands and dispensers and replace them with all new as
shown on the plans_
As I understand it we will be in for a Team Meeting on August 25th to discuss the proposed Site Plan,
please let me know the time we will be scheduled fOL You can call me at 774-239-2781 or email me
at capconsulting@verizon.net Thank you in advance for your time in helping to expedite this matteL
Cc: Speedy, LLC
File
SPECIALIZING IN THE PETROLEUM INDUSTRY
Project Management, Permit Expediting, Drafting & Fire Suppression Plans
3 Lorion Avenue,Worcester, MA 01606' Tel: 508-853-1167' Fax: 508-853-1176' Cell: 774-239-2781 • capconsulting@veriwn.net
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ItaIUS: PLANS,
FOR PERMIT COLORED ELEVATION &
",,,d.t" 10.30,09 EXISTING PHOTOGRAPHS
~._. ____ t __ >
'"""'" AS NOTED
Afchitc:a:
Christopher J. Henderson
46 Dike Street
Providence, RI 02909
phone: 401·383·1724
email: cbenderson@studioAD.us
Architectural ConsWwu'
STUDIOAD, LTD.
46 Dike Street
Providence, RI 02909
pbone: 401·383·1724
email: studioAD@studioAD.us
Projm:
SPEEDY COMPANY II I II
332 SUFFIELD STREET
AGAWAM, MA 01001
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PROPOSED SITE DEVELOP
332 SUFFIELD STREET
AGAWAM, MASSACHUSETTS
LOCATION MAP
(NOT TO SCALE)
PREPARED FOR,
41 GOULD ROAD
ANDO VER, M 01810;
, .', ..
INDEX TO DRAWINGS
1. TITLE SHEET
2. EXISTING SITE CONDITIONS
(BY DL BEAN)
3.
4.
5.
6.
7.
8.
1 OF 1.
1 OF 1.
1 OF 1.
1 OF 1.
1 OF 1.
SITE PLAN
GRADING, DRAINAGE &
UTILITIES PLAN
EROSION CONTROL PLAN
LANDSCAPE PLAN
DETAILS
DETAILS
LIGHTING PLAN (LO)
CANOPY ELEVATIONS (CE)
ELEVATIONS (BY §TUDIO AD, LTD.)
PLANS (Ai) (BY STUDIO AD, LTD.)
TRUCK TURN PLAN (TT) 3 SHEETS 3-7, LO, ELEV'S, FLOOR PLAN, ADD IT
2 SHEETS 1-8, LO, CE HS
1 S 3-5 & LO HS
DESCRIPTION BY DATE
TITLE SHEET
ASSESSORS MAP J12 BLOCK 1 LOT 10
SCALE: NTS
332 SUFFIELD STREET
AGAWAM, MASSACHUSETTS
PREPARED FOR: SPEEDY COMPANY
41 GOULD ROAD
ANDOVER, MA 01810
•
44 5111.. Road, Suite One
Salem, New Hampshire 03079
(603) 893:-0720
ENGINEERS. PLANNERS. SURVEYORS
DATE: OCTOBER 5, 2009
0-/ CCC HS 266709 1 OF 8 l,L-________________________________________________________________________________________________________ ----------------------------------~~--~~~~~~--~----~
IRON PIPE
FOUND
j---~--
---W---
----S---
---D ---
---G ---
.Q.HW_
135.44 x
(j
HYD.
186.00'
LAND NIF
IU..1IE I PR[NIQI
AND
BURIM PRENIQI
METAL
LIGHT POLE
ON CO~lC. SASE
CONCRETE
BOUND ---FOUND
METAL
lICHT POLE
ON e N , A
2
C.B.
RIM .. 135.52'
8" INV,@ BELL~ 131.82'
TO P OF SILT~131.82'
BonOM-130.52'±
4.1 .I MANHOLE BOLTED
UNABLE TO OPEN
RIMr65
45.8'
I I
® \ :16,;5 1'1.
2'X2' "".
STEEL COVE R
43.4'
( ,~~~~ I CONCRETE / rJ PAD ,,'v UGE--r-I---t~
1~-CO NC.
/ / CONCRETE /
BIT. CONC. PAD I •
PAV EMENT \ ~..,! Cl ,,~
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r.:::-:,:,,,,,,,,!,D':-:c,, bW(fIS ,\"1;; "J .
136.55' ~ ,,'0
ISLANDS
WITH (2)
/
GAS PUMPS
/ ,,'-' ,"'0<,.
/ ISLAND
/
1 ELEV, " 36.61 'I
CON CRETE
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, 81T. BERM TYPE II
S 1732' 0" W 216.48'
____ --.:.. ____ ',J_s:::.;;~OCJ,...-+_+-------4=rr== ____ ="7,==_~~1j5.24
____ ~Js.O.J _ I . B RM ~PE " -6 --" VI
SUFFIELD STREET
BIT. CONC.
PAVEMENT
135.62
135,61
BIT. CON
w
C.8.
RIM -134,97'
6" INV.=13187'
TOP OF SILT=131.97'
BOTTOM= 129.57' ±
OMH
RIM= 1.35.44'
8" VC
(1 ) GRANITE
CU RB
BEHIND C.B.
--4~-L-------S -----------------S-------------------Is --
NOTE,
C.B. RIM~ 134.42'
B" INV, (1)=12B.32'±
8" INV. (2)= 128.42'
6" INV.= 1 29.22'
TOP OF SILT= 128.32'
BOTTOM= 126 ,6 Z'±
LEGEND
UTiliTY INFORM,I\TION TAKEN FROM PLANS FROM THE TOWN OF AGAWAM ENGINEER ING OFFICE
a JTI TLE C AGA WAM WATER SY STDA IM PROVDilENT PROGRAM DEPT OF PUBLIC WORKS
DATED JUNE, 1979. ALSO PROPOSED SAN. SEWER SUFFIELD STREET DATED MAY 1953
WATER MAIN
SANITARY SEWER
STORM DRAINAGE
GAS
OVER HEAD WIRES
WATER GATE
EXISTING SPOT GRADE
EXISTING HYD RANT
'-I~ MONITOR WELL
L.S. LANDSCAPED AREA
NOTE,
UNDERGROUND UTILITIES ARE SHOI,/N FROM
AVA iLABLE UTILITY INFOR MATIO N ONL Y AND I,/IL L
REQUIRE ACTUAL F IELD V ER W ICATI ON, MORE
UND ERG ROUND UTILITIES EXIST THA N ARE SH OI.JN,
DIG SAFE AS \JELL AS EACH UTILITY CO MPA NY SHALL BE
NO TIF IED TO MARK THEI R UNDERG ROUND LINE S AT
LEAST 72 HOURS PRIOR TO ANY EX CAVA TION ,
DIG SAFE TEL . 1-888-344-7233
CONCRE "
BOUND
FOUND ..
D.~~
(2)
PROPERTY SHOWN IS OWNED BY
SHAMIM CHAUDHRY
3~~ H,GRQ , §gg~ m~~ FAG~ 447
AREA=17,515.7 SQ. FT.
SCALE IN FEET
0' 2 0' 40' 6 0'
/"'!. -I iiiiiiiIIIil ~ .... iiIIIIiiIIl
FOR:
DAT E:
DAYA SINGH
4 1 GOU LD RD
ANDOVE MA.
SCAL E:
9-28-2009
1 "=20'
• EANr...INC,
40 STReET
WESTFIELD. MASSACHUSETTS
SURVEYORS &
ENGINEERS
MHF PROJECT NO, 266709 SHEET 2 OF 8
D en o
o
'l_
'Jj
"-')
~
Il
U)
~,
:'0 :D
'" /
Q) o
" cD (D
. ",
./ , .. .,
~ U ./ m ~~ u v '2
LOT
CONCRUE---------t~
TABLE OF ZONING REGULATIONS -AGAWAM, MA
SUFFIELD
COOPER
DIG SAFE
MA-ME-NH-RI-VT
l-aSe-OIG$AFE NY 1-800-962-7962
CT l-aOO-iil22-04+55 BOUND FOUND MINII~UM NUMBER PARKING SPACES 1.5 SPACES PER 200 SF OF GROSS FLOOR AREA
2,000 SF /200 x 1.5 = 15 SPACES
17 SPACES (INCLUDES 8 SPACES
AT GAS ISLANDS)
EXISTING ---------~
UNDERGROUND OIL
TANK TO BE REMOVED
REPLACE EXISTING CURB
WITH BITUMINOUS CONCRUE
(CAPE COD) BERM
PROP. H.C. PARKING SIGN
WITH VAN ACCESSIBLE SIGN
(SEE DUAIL)
EXISTING ON-SITE
CURBING TO BE
REMOVED (TYP.)
~ET.t\L LIGHT
POLE ON CONe.
3ASE
TO BE REMOVED
PROP. 12'x12' ----cl-SJ...!T-::,,--'"
TRASH ENCLOSURE
EXISTING --------_~
UNDERGROUND
DRAINAGE STRUCTURE
TO BE REMOVED
LAND N/F ILMIE I
PRENIQI AND BURIM
PRENIQI
PROPOSED 4'
STOCKADE
FENCE
METAL LIGHT
POLE ON CONGo
REMOVED
• "-,<'>I -i
<:
PROPOSED
765 SF
ADDmON
MANHOLE BGLTE))
UNABLE TO optt.J
Ri~~=1.36.65
PROPOSED
2,000 SF
STORE
1.235 SF
BUILDING
HC
PROP.
LIMITING
---------
PROP. CANOPY
COLUMN (TYP)
EXISTING ISLANDS
TO BE REMOVED
(TYP.)
EXISTING
CONCRETE MAT
TO BE REMOVED
(TYP.)
~-f3~(~f3. §1fE' U6l-lf
(SEE LIGHTING PLAN)
t
" " " PROP. "
10'x12' "
CONCRUE ""
PAD " "
PROP. BITUMINOUS "
EXISTING 44' DRIVEWAY
TO BE MODIFIED TO 30'
FULL ACCESS DRIVEWAY
C)
CONCRUE (CAPE COD) "
BERM (ON-SITE) ""
..
<:1 ...
PAD
• S 17'32'00' W 216.48'
..
" ..
4
DISPENSER
WITH DIESEL
. ~.
" " " "
U-SHAPED
BOLLARD
" ___ -PROP. ISLAND
AMENITY
DISPLAY,<,:v:) \
EXIST~G
UNDERGROUND FUEL
'" SETBACK
FRONT SUFFIELD
STREET. 10' MINIMUM HEIGHT REQUIRED TO
BOTTOM OF SIGN
~iXiijiUiiWAi:l'5iGiiAi~----_t28' X 16' HEIGHT X 25% -112 SF ALLOI\ED
EXiStiNG 48' DRIVEWAY
TO BE MODIFIED TO 30'
FULL ACCESS DRIVEWAY
o
66 SF PROPOSED
TANKS B~ REMOVED
PROPOSED BITUMINOUS
CONCRUE CURB TO
MATCH EXISTING CURB
(IN ROW) " "
PROP. --';::"":1:--:-"""7
EMPLOYEE
PARKINr;l
SPACE
t "EMPLOYEE
PARKING"
SIGN
~)"c-;:s~~r EXIST. TO ~ BE REMOVED
GUY
BIT co . Nc. BERM
NO SNOW STORAGE
IS ALLOWED IN THIS
AREA
REMOVE EXISTING
LANDSCAPE TIMBERS
CONCRUE
BOUND FOUND
U.POLE
W/L:GHT
LEGEND BIT. BE-:RM 1l'PE II
PROP. SITE LIGHT
(SEE LIGHTING PLAN) -----W WATER MAIN
S SANITARY SEWER
EXISTING 4-3' DRIVEWAY
TO BE MODIFIED TO 25'
FULL ACCESS DRIVEWAY
EXISTING 48' DRIVEWAY
TO BE MODIFIED TO 30'
FULL ACCESS DRIVEWAY
GRA!ilTE
CURB
BEHIND
D.B.
D STORM DRAINAGE
G GAS
.Q.HW_ ----_ .. _----------_. __ ... -.,--"-
OVER HEAD WIRES
SUFFIELD STREET PROPOSED 66 SF SIGN ~======:====:===~================:========================~~============:G:R~~~;=:~~bE==============================:===============================================~========:==~===========~~~~Rl~O~'E TO BOnOM OF ON EXISTING
BASE. SIGN
10 O. 10 20 .. CANNOT OVERHANG INTO .. WATER GAnE
135.44 x EXISTING SPOT GRADE
HYDl; EXISTING HYDRANT
"" MONITOR WELL
LS. LANDSCAPED AREA
---------~---.. --
~___ 1--I-.! ___ ii!~~~~~~~~1 PROPOSED BITUMINOUS ROW .
CONCRETE CURB TO
MATCH EXISTING CURB
(IN ROW)
( IN FEET)
1 Inch = 10 It.
APPROXIMATE EDGE OF ROADWAY
LOCATION MAP
NOTES:
1) TAX MAP J12 BLOCK 1 LOT 10
2) ZONING DISTRICT: BUSINESS A
3) LOT AREA = 17,516 Sq.Ft.±
-0.402 Ac.±
(NOT TO SCALE)
4) EXISJJNG USE' FORMER 1,237 SF GAS STATION WITH 4 FLEL ISLANDS (8 FUEUNG
POSmONS)
PROPOSED USE' PROPOSED 2,000 SF CONVENIENCE STORE WITH 4 FLEL
ISLANDS (8 FUEUNG POSITIONS)
5) AUL BUILDINGS AND SITE CONSTRUCTION SHALL COMPLY WITH THE RULES AND
REGULATIONS OF TIHE AMERICANS WITH DISABIUTIES I>CT (ADA) AS PUBUSHED IN
THE FEDERAL REGISTER, VOL 56, NO. 144, DATED JULY 26, 1991, REVISED
JULY 1, 1994.
6) THE LOCATIONS OF EXISTING SUBSURFACE UTIUTIES SHOWN ON TIHIS PLAN WERE
COMPILED FROM AVAILABLE RECORD DRAWINGS AND ARE NOT WARRANTED TO BE
CORRECT. TIHE CONTRACTOR SHAUL VERIFY THE LOCATION OF ALL EXISTING
SUBSURFACE UTiUTIES PRIOR TO PERFORMING ANY WORK.
7) WRITTEN DIMENSIONS ON TIHIS PLAN TAKE PRECEDENCE OVER SCALED
DIMENSIONS. TIHE CONTRACTOR SHALL USE CAUTION WHEN SCALING
REPRODUCED PLANS. IN THE EVENT OF A CONFLICT BETWEEN THIS PLAN SET
AND ANY OTHER DRAWINGS AND/OR SPECIRCATIONS, TIHE ENGINEER SHALL BE
NOTIFIED BY THE CONTRACTOR.
S) TIHE CONTRACTOR SHALL CALL AND COORDINAnE WITH DIGSAIFE 1-888-344-7233
PRIOR TO ANY EXCAVATION .
9) ALL CONSTIRUCTION SHALL CONFORM TO TIHE APPUCABLE REGULATIONS AND
STANDARDS OF TIHE TOWN OF AGAWAM AND THE STATE OF MASSACHusmS.
10) TIHE SInE IS NOT WITHIN TIHE 100 YEAR FLOOD BOUNDARY HAZARD ZONE AS
SHOWN ON TIHE FLOOD INSURANCE RAnE MAP -COMMUNITY PANEL # 250133
0002 A FOR THE TOWN OF AGAWAM •
11) ALL CONSTRUCTION SHALL CONFORM TO TIHESE PLANS AND THE STANDARD
CONSTRUCTION DRAWINGS AS SUPPUED BY THE DEVELOPER.
12) A SIGN PERMIT SHALL BE OBTAINED PRIOR TO INSTAULATION.
13) PROPOSED SNOW STORAGE AREAS AS SHOWN. ANY SNOW PILED ON-SITE SHALL
NOT BLOCK VlSIBIUTY OF ENnERING AND EXmNG VEHICLES AT TIHE SITE
DRIVEWAYS. ANY EXCESS SNOW TO BE TIRUCKED OFF-SITE AS SOON AS
POSSIBUE.
14) TIHE CONTRACTOR IS SOUELY RESPONSIBUE FOR TIHE MEANS AND METHODS OF
CONSTRUCTION AND FOR CONDITIONS AT TIHE SITE. THESE PLANS. PREPARED BY
MHF DESIGN CONSULTANTS, INC., DO NOT EXTEND TO OR INCLUDE SYSTEMS
PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR OR TIHEIR
EMPLOYEES, AGENTS OR REPRESENTATIVES IN TIHE PERFORMANCE OF TIHE WORK.
THE SEAL OF TIHE SURVEYOR AND/OR ENGINEER AS INCLUDED IN THE PLAN SET
DOES NOT EXTEND TO Atff SUCH SAFETY SYSTIEMS THAT MAY NOW OR
HEREAFTER BE INCORPORATED INTO THESE PLANS. THE CONSTRUCTION
CONTRACTOR SHALL PREPARE AND/OR OBTAIN TIHE APPROPRIATE WET(
SYSTEMS WHICH MAY BE REQUIRED BY THE U.S. OCCUPATIONAL WET( AND
HEALTH ADMINISTRATION (OSHA) AND/OR LOCAL REGULATIONS.
15) ALL UNDERGROUND STORAGE TANKS. PRODUCT PIPING AND VENT LINES SHAUL
COMPLY WITH CURRENT STAnE AND E.PA. REGULATIONS.
, a) SELF-SERVICE APPROVAL IS REQUIRED FROM THE OFFICE OP'TfIE"::sTl~ RRE
MARSHAL SEE APPROVED RRE SUPPRESSION PLAN FOR youf OF SPI ~
CONTAINMENT GROOVES (POSITIVE UMING BARRIER). "
17) FUEL DEUVERIES WlUL OCCUR BETWEEN TIHE HOURS OF 10:00 PM AND 6:00
AM. SEE TIRUCK TURN PLAN FOR FLEL DELIVERY PATIH.
PLAN REFERENCES:
1) EXISTING SITE CONDmONS, PREPARED FOR DAYA SINGH, PREPARED BY D.L BEAN,
INC., DATE: 9-28-2009, SCALE: 1"=20'.
3
2
PLANNING BOARD COMMENTS HS
ADDRESS TOWN COMMENTS HS
ADD SITE LIGHTING HS
DESCRIPTION BY
SITE PLAN
ASSESSORS MAP J12 BLOCK 1 LOT 10
332 SUFFIELD STREU
AGAWAM, MASSACHUSETTS
PREPARED FOR:
SPEEDY COMPANY
41 GOULD ROAD
ANDOVER, MA 01810
DATE
44 SIll.. Road, Suit. One
Solem, New Hampshire 03079
(603) 693-0720
ENGINEERS" PLANNERS" SURVEYORS
. www.mhfd •• lgn.com
SCALE: 1"= 10' DATE: OCTOBER 5, 2009
0..
./ ~ .. --------------______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ J:::~c~c~c:::::J::::~H~S:::::J::~26~6~7~0~9:::J:::23~O~FJ8[::l CD NUMBER OF PARKING SPACES
'-' u o
c)
'" o
0.. U) c-.
<0 <0
'" /
(J) o "-<0
l..O
(',1
/ CO <{ u /
.~
NY CT
PRIOR TO CONSTRUCTION
OF SEWER SERVICE
CONTRACTOR IS TO
VERIFY EXISTING INVERT
AND NOTIFY ENGINEER OF
ANY DISCREPANCIES.
APPROX. INV.@ PROPERTY
GRAPHIC SCALE
CONCRETE -----o~1l
BOUND FOUND
CONNECT TO EXISTING
GAS SERVICE AT
PROPERTY LINE
(COORDINATE WITH GAS
COMPANY)
o
METAl LIGHT
POLE ON CONe. . JfI j~I!;.:::::::_
BASE
TO BE
REMOVED
EXIST. UNDERGROUND---...
DRAINAGE STRUCTURE TO
BE REMOVED PROPOSED
765 SF
AODmON
,
~ 6'"
o
MANHOLE BO'3E;D ,--t---~LL UNABLE TO OP~I
RIM=136.65
LAND N/F ILMIE I
PRENIQI AND BURIM
PRENIQI
• "-• tv PROPOSED
2.000 SF'
CONVENIENCE
STORE
FF=<:I35]D
PROP. 4" CURB
REVEAL AT THIS
POINT ONLY
EXISTING 1,2.35 SF
BLOCK BUILDING
I
PROP. CLEANOUT ~ff-~:r:.~ (TYP) ~~-'r-__ ,j
PROP. 1,ODO I,;Al.~-J'f--JUitJ GREASE TRAP
PROP. 6" --,
SANITARY SEWER
SERVICE (SEE
PIPE SCHEDULE)
METAl. LIGHT
POLE ON GONC.
REMOVED
PROP.
6"PVC
ROOF
DRAIN
PROP. 1 1/2"
WATER SERVICE
EXIST. 3/4" WATER
S~RVI9~ TQ ~; !;!JT
&: CAPPED AT CURB
STOP
L..PRrIP. SITE LIGHT
(SEE LIGHTING PLAN)
r---~N~::=' r-"vr-. 6"
PROP.
CLEANOUT
(TYP)
::::ONCRETE
?;\O
CURB REVEAL
~ .. I
-" --·7"'-IIIti .. .."
>. c:::::;) '<;;] '.
--
'~'/ITH
GAS
'J ••
;'" .
, ': <q Iii . ...
" ; i i
"
I i '\1" ,~ i ' .
" . I 1 I
~I
0:::1
<Ill
wi
'CD Q" ')".C\o~1 1-'.~ .. ~--------------------~? \ GI
S 1732'00" W 216.48'
-=.
PRIOR TO CONSTRUCTION OF SEWER
SERVICE CONTRACTOR IS TO VERIFY
EXISTING INVERT AND NOTIFY ENGINEER OF
ANY DISCREPANCIES.
APPROX. INV.O PROPERTY UNE= 132.3±
'~",_~,,--_ PROP. <'A','" ,e-,
135.44
PROP. SITE
(SEE LIGHTING PLAN)
TRIPLE
GAS
VENT
CONCRETE
E"SE \
POLE
W/UGHT a :0 BE ~EMOVED
BI'r. c ONe. BERM
>-::::::-.... FIT. BeR,,! TiP[ l' ----~~--·-----·-~-<.-:~~------w ______ ~~~=-------~\__-__ -------.. -~::---'I< .. ----
PROP. SAW CUT LINE
'------APPROXIMATE EXISTING
SEWER CONNECTION
(SEE NOTE 17)
s
SUFFIELD STREET PROP. SAW CUT LINE
(TYP)
SEWER PIPE SCHEDULE
FROM: TO:
S1RUCTIJRE PIPE TYPE OF APPROX. SLOPE S1RUCTIJRE PIPE NUMBER SIZE PIPE ~~lji OF PIPE NUMBER
(Inch •• ) (fl./ft.)
BLD<J(KITCH 6 PVC 10 0.020 GREASE TRAP
BI.OO(SAN) 6 PVC 9 0.020 WYE -5 PVC 2S 0.020 WYE
WYE 6 PVC 23 0.020 EXIST. STIJB
.
SEWER STRUCTURES
PROP. 1,000 GAL.
GREASE TRAP
RIM-136.1 ~:l:
INV.IN-I33.20
INV.OUT-132.95
LEGEND
• CHAIN LINK FENCE
c STOCKADE FENCE
BITUMINOUS CONCRETE CURB
VERTICAL CONCRETE CURB
OVERHEAD SERVICE WIRES
--w--WATIER LINE
--. --GAS LINE
--• --UNDERGROUND ELECTRIC
• CONIFEROUS TREE o DECIDUOUS TREE
..,.. UTlL1lY POLE
J£] LIGHT POLE
II) DRAIN MANHOLE
$ SEWER MANHOLE
o CATCH BASIN
..... SIGN
w 1><1 WATER VALVE
"& WATER SHUT OFF
~ FIRE HYDRANT
x/ SPOT ELEVATION
L.S.
ARE!>
\ PULL
\ BOX
,'6 0 ,J .
GUY
GFl,NITE
CURB
BEHIN
C.B.
C.B. RIM-134.42'
RIM= 134. 42'
6" ItN.=
TOP OF SilT = 1 2fL)2'
80nOM~ 126.62'±
s
U.POLE
W/UGHT
o
0.0.
CB-1 •
OIIH-1 •
PROP. CLEANOVT
PROP. CATCH BASIN
PROP. DRAIN MANHOLE
"' .... , • PROP. SEWER t.AANHOLE
C!!!>--.,. MEET EXISTING GRADE
PROP. SPOT ELEVATION
PROP. CONTOUR ELEVATION
.. • PROP. SILT FENCE
............. __ PROP. GATE VALVE
CONCRETE ..-.l.iI--BOUND FOUND
~ ~~~~~ !l ( IN FEET-)----APPROXIMATE EDGE OF ROADWAY --_._--------------
LOCATION MAP
(NOT TO SCAL£)
NOTES:
1) ALL SITE DRAINAGE PIPE SHALL BE CORRUGATED HIGH-DENSITY
POLYETHYLENE PIPE WITH STANDARD JOINTS, DUAL-WALL, SMOOTH INTERIOR
AS MANUFACTURED BY ADS, INC., OR APPROVED EQUAL, UNLESS
OTHERWISE NOTED ON PLAN.
2) A1LL ROOF AND CANOPY DRAIN PIPE SHALL BE 6" PVC(SDR-35), EXCEPT
WITHIN 10 FEET OF A BUILDING FOUNDATION WHERE CAST IRON PIPE SHALL
BE USED, MIN. SLOPE-2.0". A STORM DRAIN CONNECTION PERMIT AND A
"HOLD HARMLESS AGREEMENT" BETWEEN THE TOWN AND THE OWNER WILL
BE REQUIRED FOR THE ROOF DRAIN CONNECTION.
3) A1LL SANITARY SEWER PIPE SHALL BE PVC (SDR-30), UNLESS OTHERWISE
NOTED.
4) A1LL WATER PIPE SHAlL BE COPPER. UNLESS OTHERWISE NOTED.
5) ELEVATIONS ARE BASED ON TOWN OF AGAWAM DATUM PER EXISTING SITE
CONDmoNS PLAN.
S) ALL PROPOSED ELEVATIONS AS SHOWN ARE BOTTOM OF CURB ELEVATIONS,
UNLESS OTHERWISE NOTED. .
7) ANY UTILITY FIELD ADJUSTf.4ENTS SHALL BE APPROVED BY THE LOCAIL
AUTHORITIES AND THE DEVELOPER PRIOR TO INSTAILLATION.
8) THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE ONLY. THE
CONTRACTOR IS TO VERIFY EXACT LOCATION PRIOR TO CONSTRUCTION. THE
CONTRACTOR IS TO NOTIFY THE DESIGN ENGINEER OF ANY OISCREPANCIES.
CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINT
OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE
POINTS (CROSSINGS) WITH EXISTING UNDERGROUND INSTALLATIONS SHALL
BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF
CONSTRUCTION •
9) A1LL CONSTRUCTION SHALL CONFORM TO MUNICIPAIL DPW AND A1LL
APPLICABLE STATE AND FEDERAL STANDARDS.
10) THE CONTRACTOR SHALL CALL AND COORDINATE WITH DIG-SAFE (1-
888-344-7233) PRIOR TO COMfAENCING ANY EXCAVATION.
11) A1LL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO DEPARTMENT
OF PUBUC WORKS SPECIFICATIONS.
12) A1LL ELECTRIC, TELEPHONE AND CABLE TV LINES ARE TO BE UNDERGROUND
AND INSTALLED IN CONFORMANCE WITH APPLICABLE lITIL1lY CO.
SPECIFICATIONS.
13) THIS SITE WILL NOT REQUIRE A USEPA NPDES PERMIT FOR STORMWATER
DISCHARGE FOR THE SITE CONSTRUCTION SINCE THE DISTURBANCE DOES
NOT EXCEED ONE ACRE.
14) THE CONTRACTOR IS TO COORDINATE WITH THE MUNICIPAL DPW REGARDING
WATER PRESSURE AT SERVICE. THE CONTRACTOR IS TO VERIFY IF
PRESSURE REDUCING VALVE IS REQUIRED.
15) ANY UTlLmES TO BE TAKEN OUT OF SERVICE SHALL BE DISCONNECTED AS
DIRECTED BY UTlUTY COMPANY AND LOCAL DPW.
16) A1LL TRAFFIC CON1ROL AND T1EMPORARY CONSTRUCTION SIGNAGE
ARRANGEMENTS, ACCEPTABLE TO AGAWAM DEPARTMENT OF PUBLIC WORKS,
SHALL BE EMPLOYED DURING OPERATIONS WITHIN THE PUBUC
RIGHT-OF-WAY.
17) PRIOR TO CONSTRUCTION, THE GENERAL CONTRACTOR TO VERIFY THE
DIAMETER OF EXISTING SEWER LATERAL. IF THE EXISTING LATERAL IS
SMA1LLER THAN 6" THEN A NEW LATERAL WILL BE REQUIRED FROM THE
MAIN IN SUFFIELD STREET.
3 ADDRESS PLANNING BOARD COMMENTS
2 ADDRESS TOWN COMMENTS
1 ADD SITE LIGHTING
DESCRIPTION BY DATE
REVISIONS
GRADING, DRAINAGE & UTILITIES PLAN
ASSESSORS MAP J12 BLOCK 1 LOT 10
332 SUFFIELD STREET
SCALE: 1"= 10'
AGAWAM, I.1ASSACHUSmS
PREPARED FOR:
SPEEDY COMPANY
41 GOULD ROAD
ANDOVER, MA 01810
44 Stnes Road. Suite One
Salem. New Hampshire 03079
(603) 893-0720
ENGINEERS. PLANNERS· SURVEYORS
DATE: OCTOBER 2009
/ 1 inch = 10 ft. C.: .. ______________________________________________________________________________________________________________________________________________________________________________________________________ ~ ________________________________________________________________ .JL. __ ~C~C~C~ __ .J ____ ~HS~ ____ 1. __ ~2~66~7~0;9~ __ L. __ ~4~O~F.!8 __ .J
a .. ;J) ,
to to
C'l
/'
OJ o
~
.:.,,',) .... )
C'.I
/" Cl
~L II', •• ,t,,'"':',"'.:,?::: I.'"'~
I -_
I I 15' MINIMUM -
SEC1l0N A-A -
-
-
50' MINIMUM ~A=b-~~==~~~~V:
![ ~l~~~!~~;ll~}f~if~~:1
A_ MAINTAIN SIDEWALK: /-1'<
NOTES:
THROUGH ENTRANCE _ 1-+_-'-
(IF PRESENT)
I---
I---
I---
I---
I
I
I
I
I
I
I
I
I
I
I
I
I
1. EACH SITE ENTRA"NCE IS TO HAVE A TEMPORARY CONSTRUCllON ENTRANCE.
2" STONE IS TO BE 1-3/4" TO 3" ANGULAR CRUSHED STONE.
3" ANY SEDIMENT TRACKED INTO THE ROADWAY NEEDS TO BE CLEANED
IMEADEITL Y.
4" ADDITIONAL STONE IS TO BE ADDED TO THE PAD AS NEEDED TO MAINTAIN
THE ORIGINAL DEPTH.
5. ANY SIDEWALK DAMAGED DURING CONSTRUCTION MUST BE REPLACED AT
THE CONTRACTORS/DEVELOPERS EXPENSE.
6" SIDEWALK MUST REMAIN PASSABLE, IF THE SIDEWALK BECOMES UNSAFE OR
IMPASSABLE. A TEMPORARY SIDEWALK/ SIDEWALK DETOUR MUST BE
PROIi1DED.
TEMPORARY CONSTRUCTION ENTRANCE
N.T.S
PROJECT SHT.
DATE:
DWG. NO.: 1
TOWN OF AGAWAM
CONSTRUCllON STANDARDS
TEMPORARY
CONSTRUCllON
ENTRANCE
APPROVED BY: L1CC
1-A£BAR FOR BAG
RO!OVIIl FRON INlET
5' DC
UIllISlURBED
GROUND
10' MINIMUM FROM TOE OF SLOPE
HAROllOOO STAKE
-,
NOTES:
ALlER FAIJlIC
COMPACT TRENCH
SECTION A-A
:Z
1. SILT FENCE IS TO BE INSTALLED BEFORE ANY LAND DISTURBING '"
ACT1VATES START AT n-tE CONSTRUCTION SITE -OR-AS
DIRECTED IN mE SITE'S EROSION AND SCDIMENTATION PLAN.
2. INSPECT SILT FENCE ON WEEKLY BASIS AND AFTER EACH RAIN
ANY DETERIORATED/DAMAGED SILT FENCE MUST BE REPLACED
IMMEOIA TEL Y.
3" REMOVE SILT FROM FENCE AS NEEDED -OR-~EN THE SILT
HAS ACCUMULATED TO HALF THE ORIGINAL HEIG-IT OF THE
FENCE.
+" ~EN JOINING TWO SECTIONS OF FENCE, ROLL THE END STAKES
TOGETHER SUCH THAT THERE IS NO GAP IN THE FENCE,
OVERLAPPING FENCE SECTIONS IS NOT AN ACCEPTABLE
ALTERNATIVE
ES-1
cc;,tPACT
TRENCH
CONCRETE ----..
BOUND FOUND
METAL LIGHT
POLE ON CONe.
BASE
TO BE
REMOVED
•
•
--w--
--0--
--E--• o
PROP. SILT
FENCE
PROPOSED
765 SF
ADDmON
,
LAND N/F ILMIE I
PRENIQI AND BURIM
PRENIQI
TEMPORARY -IJI'-.
STOCK PILE
AREA
MANHOLE SOL TE~C
UNABLE TO OP~"
R!M=136.65 r--
t, ( I .j
PROPOSED
2,000 SF
CONVENIENCE
STORE
FF=(j)6.g})
PROP. 4" CURB
REVEAL AT THIS
POINT ONLY
EXISTING 1 ,235 SF
BLOCK BUILDiNG
" "
.;1;:, :;:; ,; .. ': ;~:. "::' ~: . ', .. ' : .. : .( ',' .: "",
" .',. . , '", '.~ .,.~.: .. , ... :.': ... :. ',:.'1' ..• :' .. :' ..... ::
" .. :. :. '" ....... ::: '.:"~', ":'" -,',:
:' ', .. , .t", ',' '. , .' • .... . "';'", ...... .:. '.";'~ :"'" ',',.' ~',
",1 ·:.H .... ~ ~ "~." ..
' .. '.:. '. ::.,: ', .. :
, / , /
I /
I /
\ / ..... _/
.""
• :, • :';.;. .,," I. ',,:
" .....
~ . '., .. ,' "'.. :~: ""' ..;----..
CHAINUNK fENCE
STOCKADE FENCE
BITUMINOUS CONCRETE CURB
VERllCAL CONCRETE CURB
OVERHEAD SERVICE WIRES
WATER UNE
GAS LINE
UNDERGROUND aECTRIC
CONIFEROUS TREE
DECIDUOUS TREE
UTlUTY POLE
.,', ..
LIGHT POLE
DRAIN MANHOLE
SEWER MANHOLE
CATCH BASIN
SIGN
WATER VALVE
WATER SHUT OFF
FIRE HYDRANT
SPOT ELEVATION
0.0. PROP. ClEANOUT
os-,. PROP. CATCH BASIN
"""-, • PROP. DRAIN MANHOLE
SNH-' • PROP. SEWER MANHOLE
C§>-'" MEET EXISllNG GRADE
<8>-.... PROP. SPOT ElEVAllON
-lilt PROP. CONTOUR ELEVATION
• • PROP. SILT FENCE
___ PROP. HAYBALES
T.W. TOP OF WALL ELEV.
..... BOnOM OF WALL ELEV.
Ie PROP. GATE VALVE
C.B. RIM=135.52'
" R·IU.,135.52'
8ELL-131 ,82'
In"," r\C SILTz:131.82'
RmT')··'~13G.52'±
PRC)P.1t~V IN=132.0±(8"PVC ROOF DRAIN)
'''''' DIG SAFE MA-M!::-NH-RI-VT
l-B88-0IGSAfE
NY 1-900-962-7952
CT 1-&:10-922-4+55
CONSTRUCTION SEQUENCE:
1. INSTAlL TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES AS REQUIRED.
2. ClIT AND STUMP AREAS OF PROPOSED CONSTRUCllON.
3. REMOVE AND STOCKPILE TOPSOIL STOCKPILE SfW.L BE SEEDED TO PREVENT EROSION.
4. CONSlRUCT ROOF DRAINAGE SYSTEM. PROTECT CULVERT INLETS AND CATCH BASINS WrTH
SEDIMENTAllON BARRIERS"
5. PERFORM SITE GRADING, PLACING SILTATION FENCES AS REQUIRED TO CONTROL SOIL EROSION.
6. INSTAlL UNDERGROUND UTlLmES.
7. BEGIN TEMPORARY AND PERMANENT SEEDING HID MULCHING. AlL CUT AND FILL SLOPES SfW.L
BE SEEDED OR MULCHED IMMEDIATELY AFTER THEIR CONSlRUCTION.
8. DAILY, OR AS REQUIRED, CONSlRUCT, INSPECT, AND IF NECESSARY. RECONSlRUCT TEMPORARY
BERMS. DRAINS, DITCHES, SILT FENCES AND SEDIMENT TRAPS INCLUDING MULCHING AND
SEEDING. REFER TO OPERAllON AND MAINTENANCE PLAN FOR AODmONAL REQUIREMENTS ANO
INFORMAllON. COPIES OF AlL INSPECTION REPORlS ARE TO BE PROIi1DED TO THE
CONSERVATION COMMISSION DURING CONSlRUCTION AND AVNlABLE UPON REQUEST AFllER
CONSTRUCllON IS COMPLETED.
9. BEGIN EXCAVAllON FOR HID CONSTRUCllON OF BUILDINGS"
10" FINISH PAVING All DRIVES AND PARKING ARrAS.
11" COMPlETE PERMmENT SEEDING AND LANDSCAPING.
12. AFTER GRASS K6.S BEEN FULLY GERMINATED IN AlL SEEDED AREAS, REMOVE AlL TEMPORARY
EROSION CONTROL MEASURES.
TEMPORARY EROSION CONTROL MEASURES:
1. SEDIMENT TRAPS SHAll BE INSTALLED AS REQUIRED. BARRIERS AND TRAPS ARE TO BE
MAINTAINED AND CLE'<NED IImlL ALL SLOPES HAVE A HEALTHY STAND OF GRASS.
2. MULCH SHALl BE MOWINGS OF ACCEPTABLE HERBACEOUS GROWTH, FREE FROM NOXIOUS WEEDS
OR WOODY STEMS, AND SHALl BE DRY. NO SALT HAY SHALl BE USED.
3. FILL MATERIAL SHALl BE FREE FROM STUMPS, WOOD, ROOTS, ETC,
4. STOCKPR.ED MATERIALS SHALl BE PLACED ONLY IN AREAS SHOWN ON THE PLANS. STOCKPILES
SfW.L BE PROTECTED BY SILTAllON FENCE AND SEEDED TO PREVENT EROSION. THESE
MEASURES SHALl REMAIN UNTIL AlL MATERIAL K6.S BEEN PlACED OR DISPOSED OFF SIT~
5. All DISTURBED AREAS SfW.L BE LOAMED AND SEEDED. A \,jINIMUM OF 6 INCHES OF LOAl.1
SfW.L BE INSTAlLED WITH NOT LESS THAN ONE POUND OF SEED PER 50 SQUARE YARDS OF
AREA
"'6
• ~7.
SEED MIX SHALl BE EQUAl. PARTS OF RED fESCUE (CREEPING), KENTUCKY BlUEGRASS, REDTOP,
PERENNIAL RYEGRASS.
AFTER ALl DISTURBED AREAS HAVE BEEN STABILIZED THE TEMPORARY EROSION CONTROL
MEASURES ARE TO BE REI.IOVED.
8. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL llMES. " ; . "~ . ENTRANCE
PROP.
CLEANOUT
(lYP)
C)"PVC·"· ." ",',"<. ':RQOf' i::"".·"-""·
'."",,"'". "."."·"":PRAtif ~"-..;-' '-;-'1;::-
.', '" " " .
-= " --
ISLAND ELEV:
36.61'
CO['ICRETE
pp.o
""J " ---
" ""
PROP"
6"PVC
=
. '., . "-" .
..... • " ',. , •• n'
" ". ';: :': ,:~ •..... : ... :" ~ -:: ",
',' "
. . ',' .:, " . -:," . ::
.. :. ~:: ..... '-~.\:~,~ ... ::: ... , ... ;:h . :., : ,.;
.' .' . , .
MAX CROSS
MAX RUNNING
. ':. ,~ . ,.,. . '. .
, " '.
' .. ; . ., " , Q~~~~::3~::. " :" " "'" d"""" '. .~. ,', :, ~', '.:-. ,.,'-. , ..... " ..... ". : .. ' .
9. ALl CATCH BASIN INLETS WILl BE PROTECTED WITH INLET PROTECllON -SEE DETNL.
10. ALl STORM DRAINAGE OUTl.ETS WIll BE STABIUZED AND CLEANED AS REQUIRED, BEFORE THE
DISCHARGE POINTS BECOME OPERAllONAL
11. ALl DEWATERING PERATIONS \,jUST DISCHARGE DIRECTLY INTO A SEDIMENT FILTER AREA.
SIDEWALK
= 2% = 5%
0" 'Y
0.", ,
" Os
• st;li'"
~--;::~~-'::~-'PROP. INLET
PROTECTION (TV~.\I
TRIPlE
; GAS
/VENT
/
'. , "" ... >.""".'"":"~~< JJO
"" . .; '. '. . ' . .... "'", ,.'.; .... ,.; "'. :" .' I:" I.:" .' >: "'.' ~ " •
"" . "\ . ..;,-"-.-'-~
POLE
W/LiGHT J{) BE
r/REMOVED . /;, . '.' .
I .' ....... :'.: ':.
" ........... . S 17'32'00· W 216.48'
~, '.' :. , , ... , .... , . " .. , : ", .' '.' '
7 . .... '" ~ "
,~~,:::~":"
."
0.) >-:7.~~ BIL 3ERM TYPE "
GRAPHIC SCALE
.' ..... -.,.'.':. ~
, .' .:' ,., .:', ..... ,.: -. . . " :. .' .:., ~ ... ' . .,' '. "', '. "
'" .'.-" '"
" ... '. .~.:: ", \ . ' ...
". -:" . '.'. . " : '~' ..
" ~
-""
': .. . ..... " ". ','. U.POLE
GUY W/LiGHT
'" " .. """ ... err. c ONe" .3fRM
Gf,AN!TE
;5 I-;;;;~~;::;:------'~==------r=:-:;:::;o-----.-:=--~ L..--ICONSTRUCTION /'~=~~= ______ ~m _ _ ~~~~~~~~~~~~=====================~~~~~~~~~~~~~~===== ~~E C"B"RIM-13~ 0
SILT FENCE
N.T.S '--ICONSTRUcnON
ENTRANCE
f, DATE TOWN OF AGAWAM SUFFIELD STREET _~':;~~"'WX±-'~!
LOCATION MAP
(NOT TO SCALE)
OPERA TIONSLMA1N'l'!!,'NANCl!.' PLAN jI'OH.
STORMWATER SYSTEM
CONSTRUCllON PHASE,
THE BMP'S ASSOCIATED WITH THIS PROJECT WiLl BE OWNED BY SPEEDY COMPANY, WHO WiLl BE
RESPONSIBLE fOR INSPECTION. OPERATION HID MAINTENANCE.
1) THE CONTRACTOR IS TO INSTALL AND MAINTAIN DRAINAGE FACILITIES AS SHOWN ON THE SITE
PLANS BY MHF OESIGN CONSULTANTS, INC.
2) PRIOR TO CONSlRUCTlON, All EROSION/SILT CONTROL DEVlCES SHOWN ON ABOVE PlAN ARE
TO BE INSTAlLED. TO PREVENT SILT INTRUSION INTO SURROUNDING AREAS DURING
CONSlRUCTION, THE CONTRACTOR IS TO SET SILT FENCING AT ALL SLOPES WHICH MAY
ERODE IN THE DIRECTION OF ANY OPEN DRAINAGE FACILmES OR ABUTTNG PROPERTY. SUCH
PREVENTIVE MEASURES ARE TO BE UAlNTIoJNED THROUGHOUT THE CONSTRUCTION PROCESS.
3) AlL CONSlRUCTION OF DRAINAGE FACILmES IS TO BE INSPECTED BY INSPECTORS FROM THE
TOWN OF AGAWAI.1 AND BY AN AUTHORIZED AGENT TO VERIFY CONFOR\,jANCE TO THE DESIGN
PLAN.
4) THE SEQUENCE OF ORAINAGE CONSTRUCTION SHAll BE M. FOllOWS:
A) CLEAR, GRUB, EXCAVATE ARrAS FOR DRAINAGE SYSTEM.
B) INSTALL ROOF DRAINS.
5) EROSION CONTROLS ARE TO BE INSPECTED AND MAINTAINED ON A ONLY BASIS. UPON
DISCOVERY OF SILTAllON BUILD-UP IN ANY CATCH BASIN SUMP OR ANY OTHER STRUCTURE.
CLEANING SHALl BE PERFORMED.
6) AlL EXPOSED SOILS SHALl BE IMMEDIATELY STABlUZED WITH A LAYER OF MULCH HAY.
7) UPON INSTIol.lATION OF CATCH BASINS, INLET PROTECTION -AS DESCRIBED ON
AFOREMENTIONED PlAN -SHALL BE INSTALLED AND MAINTAINED UNTIL READY FOR PAVING.
8) PRIOR TO CONSlRUCTION OF IMPERViOUS AREAS, All DRAINAGE SlRUCiURES AND PIPES
SHALl BE INSTAlLED AND INSPECTED FOR PROPER FUNCTION. DURING CONSTRUCTION OF
OTHER SITE FEAiURES, ALL DRAINAGE FACILmES SHALL BE INSPECTED ON A DAILY BASIS
AND CLEANED/REPAIRED IMMEDIATELY UPON DISCOVERY OF SEDIMENT BUILD-UP OR DAMAG~
9) AFTER PAVING IS INSTAlLED, IT SHALL BE SWEPT CLEAN ON A MONTHLY BASIS.
10) INSPECllONS ARE TO BE PERFORMED AND INSPECllON LOGS FILLED OUT ON A WEEKLY BASIS
FROM THE START OF CONSlRUCTION THROUGH FINAl. STABILIZAllON. THE START OF
CONSlRUCllON ME'<NS THE INITIAL DISTURBANCE OF SOILS ASSOCIATED WITH CONSTRUCTION.
FINAl. STASIUZAllON ME'<NS 70% VEGETATrvE GROWTH FOR UNPAVEO AREAS.
POST CONSlRUCTION PHASE:
THE OWNER IS TO BE RESPONSIBLE FOR MAINTENANCE OF ALL DRAINAGE SlRUCTURES IN THE
PROJECT -INCLUOING DRAIN PIPES AND ORAINAGE SYSTEM. THE FUTURE OWNER IS
EXPECTED TO BE SPEEDY COMPANY WHO Will ULllMATELY BE RESPONSIBLE FOR
COMPLIANCE WrTH PLAN.
REGUlAR MAINTENANCE IS TO INCLUDE THE FOLlOWING:
1) INSPECllON OF ALL DRAINAGE FACILITIES (CATCH BASINS AND MANHOLES) EVERY THREE
MONTHS. DURING THE fiRST YEAR OF OPERATION. AlL DRAINAGE FACILITIES SHOULD BE
INSPECTED AFTER EVERY STORM, AND 2-3 DAYS AFTERWARD. DURING THESE INSPECTIONS.
THE INSPECTOR AS DESIGNATED ElY SPEEDY COMPANY. SHALl LOOK FOR EVIDENCE OF THE
FOllOWING, SlRUCiURAL OAMAGE, SILT ACCUMULAllON (NEAR INLET INVERTS ON CATCH
INS), AND IMPROPER FUNCTION. REPORTS SHALL BE FILED FOR EVERY INSPECllON AND
SUBMmED TO THE CONSERVAllON COMMISSION AND CITY ENGINEER YEARLY FOR
COMPLIANCE, IF REQUIRED.
2) AfTER INSPECllON. IF ANY OF THE ABDVE CONDITIONS EXIST, THE INSPECTOR SHALL NOIlfY
THE OCVELOPER, WHO SHALL IMMEDIATELY ARRANGE FOR AlL NECESSARY REPAIRS AND
SEDIMENT REloiOVAL.
3) PARKING AREAS ARE TO BE SWEPT CLEAN EVERY THREE MONTHS SPRING THROUGH FAlL
AND OTHERWISE AS NEEDED (I.~ ~SUAlLY NOTICEABLE DEBRIS BUiLO-UP).
+) AlL GRADED SLOPES SHAll BE INSPECTED EVERY SPRING FOR EROSION. UPON DISCOVERY
OF ANY FAILURE (I.~ EROSION) LOAl.1 AND SEED SHAlL BE PUT IN PlACE AND NURTURED.
5) DURING THE WINTER MONTHS, All SNOW IS TO BE STORED SUCH THAT SNOWMELT IS
CONTROLLED. IN THE EVENT THE At.1OUNT OF SNOW EXCEEDS SUCH CfoJ'ACrrr, IT IS TO BE
REMOVED OFF-SIT~ THE MINIMUM AI.1OUNT OF DEICING CHEMICALS NEEDED IS TO BE USED
6) DURING THE SUMMER MONTHS, ALl LANDSCAPE FEATURES ARE TO BE MAINTAINED WrTH THE
MINIMUM POSSIBLE AI.10UNT OF fERTlUZERS. PESTICIDES OR HERBICIDES. IF IN QIIESTION,
MAINTENANCE PERSONNEL SHOULD CHECK WrTH THE CONSERVAllON COMMISSION. AlL
PERSONNEL INVOLVED WrTH THE MAlNl1:NANCE OF LANDSCAPING WiLl BE INFORMED OF THIS
CONDmON.
3
2
1
ADDRESS PLANNING BOARD COMMENTS
TOWN COMMENTS
ADD SITE I
DESCRIPTION
HS
HS
HS
BY
EROSION CONTROL PLAN
ASSESSORS MAP J1 Z BLOCK 1 LOT 10
332 SUFFIELD STREET
AGAWAM, MASSACHUSETTS
PREPARED FOR:
SPEEDY COMPANY
41 GOULD ROAD
ANDOVER. MA 01810
DATE
44 Sllie. Road. Suite One
Salem, New Hampshire 03079
(603) 893-0720
ENGINEERS. PLANNERS. SURVEYORS
SCALE: ,"= 20' DATE: OCTOBER 2009 ~. DWG"" NO", , CONSTRUCTION STANDARDS SILT FENCE ES-2 1====="==""=-=,""="""",""="-=-"" ----------r--nrFEET-T __ ,_" __ "___ __ ______" " "----"--___ -----0" INV" (2)-12~"~f l \ .&.n 6" lNV.=129.22' co
'/l;;;;~~~~;;;;;;;;~ .................... 1. .............. 1. .... JL ........................ ~l.:m:c:h~-~2:0~f:~~ ...... ________________________________ .. ____ .. ____ .. ____ .. __ .... ____ .. __ .... ________________________________________________ .. __ .. ____ ........ __ ...... __ .. ______ .................... __ !TQ~P~O~F:~~C~T~-~'~28~"J:2~ ... ~ ____ .... __ .l::~~~~~::i:~~~~~~:i~~~~~~::j:::~~~~~::1 ~ 80TTOM=126"62'± CCC HS 266709 5 OF 8
':)
U U
E
('L
<.0 .q-
'"
Cl o "' cO
cD
N
/' C'J <{
U
/'
" ,-
U o ·0' ,-
Q
/
" .. DIG S,I,F'E
MA-ME-NH-RI-VT
1-aaB-DlGSAF'E
NY 1-800-~2-7962 CT 1-800-922-4455
LEGEND
---W---
--5---
---0---
---G---
.QHW_ ..
135.44 x
HYIf
.&.
L.S.
WATER MAIN
SANITARY SEWER
STORM DRAINAGE
GAS
OYER HEAD WIRES
WATER GATlE
EXISTING SPOT GRADE
EXISTING HYDRANT
IdONITOR WELL
lANDSCAPED AREA
U.POLE "R.'/4'
CONCRETE ----.....
BOUND FOUND
PROVIDE 5' DIA. PLANTING BED--
(MULCH ONLY) wi EDGING (TYP.)
LAND N/F ILMIE I
PRENIQI AND BURIM
PRENIQI
PROPOSED 4'
STOCKADE
FENCE
METAL LIGHT
POLE ON CONe.
BASE
TO BE REMOVED
.
f;j
co· co -
PROPOSED
765 SF
ADDmON
,
MANHOLE BOLT;.D
UNABLE TO OPt'i-.j
RIM=136.65
PROPOSED
2,000 SF
CONVENIENCE
STORE
r
tXISTiNG 1,235 SF
BLOCK BUILDING
~I
I
I /,,\)
/
/
MeTA', LIGHT
ON CONC.
REMOVED
t
PROP. SOD
81T.
COi'<C.
PAVEI..1ENT
SOD
~''',''-.
"-.~
o
'" ~~
"-.,
PROP. SOD
BOTANICAL NAME
LJ:",. PLANT QUANTl1Y
\EY PLANT DESIGNATION
-Y-%" '1'6 ~~
'11'"
<'(3'" De" 0):,,,
PROPOSED SOO
1'0 '1<)~" '1/-".
~ ..
. -.. --.!t~'i'I1 ~ '.=~'.
.,"., . --=.
"
. "
'"
.., ,,.
= .., -
/ WITH
/ GAS
CONCRETE
fAD
81T. 8EJB,1 1"\1-':;: II
,.
-
~--
..,1
..
" ..,.
~
'"
'. ! .., ...
" " ."
SUFFIELD STREET
GRAPHIC SCALE
• • " 20
I I ! :
" «.
..,
1Jr..:--.U·ER~ '" !<IVO 0 " . . :
. . .
~ CONe.
t
..
I
UlLFEET-) APPROXIMATE EDGE OF ROADWAY .----_ ... _---_.-_ ..
1 inch = 10 tl
0 81T ® CONC.
P~MENT . 0.
REMOVE EXISTING
LANDSCAPE TIMBERS
LOCATION MAP
NOTES: (NOT TO SCALE)
1) ALL PLANT STOCK SHALl CONFORM TO ANSI Z26O.1 -NURSERY STOCK, LATEST EDmON
(AMERICAN ASSOCIATlON Of NURSERYMEN, INC.).
2) 4" AGED PINEBARK MULCH AND A WEED BARRIER (TV-PAR fABRIC OR APPROVED EQUAL)
SHALL BE APPUED TO ALL SHRUB AND GROUNDCOVER BEDS. INSTALL WEED BARRIER AS
PER MANUFACTURERS RECOMMENDATIONS.
3) PLANT PIT BACKFILL SHALL BE MIXED AT A RATE OF 7 PARTS OF TOPSOIL TO 2 PART OF
DEHYDRATED COW MANURE. SLOW RELEASE FERTlUZER SHALL BE APPUED AS PER
MANUFACTURERS RECOMMENDATlONS. USE EXISTING ON-SITE TOPSOIL AS PART OF
BACKFILL WHEN AVAILABLE.
4) ALL LANDSCAPED AREAS NOT PLANTED WITH TREES, SHRUBS OR GROUNDCOVER SHALL BE
RESTORED WITH SEED AS INDICATED ON PLANS.
5) ALL SEED. SHRUB AND TREE AREAS SHALL RECEIVE 6" PH CORRECTED TOPSOIL AFTER
TOPSOIL IS SPREAD EVENLY OVER ENTIRE AREA. AlL CLODS, LUMPS, STONES AND OTHER
DElETERIOUS MATERIAL SHALl BE RAKED UP AND REMOVED.
6) APPUCATION Of GRASS SEED. fERTlUZERS AND MULCH SHALL BE ACCOMPUSHED BY
BROAOCAST SEEDING OR HYDROSEEOING AT THE RATES OUTIUNED BELOW:
100 LBS./l.000 SQUARE FEET.
500 LBS/ACRE OF 10-20-20 OR 1000 LBS/ACRE OF 5-10-10.
HAY IdULCH APPROXIMATELY 3 TONS/ACRE
7) FOR TEMPORARY EROSION CONTROL NOTES, SEE DETAIL SHEET.
8) NEWLY GRADED AREAS REQUIRING SLOPE PROTECTION OUTSIDE Of NORIML SEEDING
SEASON SHAlL RECEIVE STRAW MULCH AT THE APPROXIMATE RATE OF NO J.tORE THAN 3
TONS PER ACRE.
9) ANY CHANGES IN PLANT LOCATIONS OR TYPE SHAlL BE APPROVED BY THE DEVELOPER
PRIOR TO INSTALlATION.
10) CLEAR AND GRUB (TO UIdITS SHOWN ON GRADING PLAN) TO REMOVE TREES, ROCKS,
DEBRIS. ROOTS, ETC. STUMPS SHALl BE REMOVED AND DISPOSED OF Off SITE IN
ACCORDANCE WITH STATE REGULATlONS. AFTER CLEARING, ROTOTILL. STRIP AND
STOCKPILE ALL ON-SITE TOPSOIL fOR REUSE TO THE MAXIMUM EXTENT POSSIBLE.
11) FOR SEED AREAS USE EXISTING TOPSOIL, IF AVAILABLE, FOR A ." DEPTH AND TOP DRESS
WITH 2" OF SCREENED TOPSOIL. UNLESS OTHERWISE NOTED ON PLAN •
12) ALL TREES AND SHRUBS SHALL BE GUARANTEED BY THE CONTIRACTOR FOR ONE YEAR
AFTER ACCEPTANCE.
13) SLOPES GREATER THAN 3:1 SHALL RECEIVE JUTE MESH OR WOOD EXCELSIOR MATTING NO
IdORE THAN 24 HOURS AFTER SEEDING. MATTING SHALL BE INSTAlLED AS PER
MANUFACTURERS RECOMMENDATIONS •
14) EXPOSED SOILS SHALL BE SEEDED OR HAY J.tULCHEO WITHIN 72 HOURS OF' FINAL
GRADING.
15) THE CONTRACTOR SHALL INSTALL AN IRRIGATION SYSTEM TO PROVIDE COJ.tPLETE COVERAGE
OF AILL SEED AREAS AND SHRUB BEDS. THE SYSTlEId SHALL INCLUDE A TlMER AND SHALL
BE INSTALLED IN ACCORDANCE WITH LOCAl CODES •
16) ALL PLANTINGS IotUST BE IMINTAINED AND THAT PORTION Of THE PUBUC WAY ABlITTING
THE PARCEL AND INCLUDING THE TREEBELT SHALL BE MAINTAINED IN A SAFIE AND
ATTRACTh'E CDNDmON BY OWNER Of THE PARCEL
.3 ADDRESS PLANNING BOARD COMMENTS
CONCRETE
-':!'r---BOUND FOUND
2
1
ADDRESS TOWN COMMENTS
ADD SITE LIGHTING
NO. DESCRIPTION BY
REVISIONS
LANDSCAPE PLAN
ASSESSORS MAP J12 BLOCK 1 LOT 10
.3.32 SUFFIELD STREET
AGAWAM. MASSACHUSETTS
PREPARED FOR:
SPEEDY COMPANY
41 GOULD ROAD
ANDOVER, MA 01810
DATE
44 SIU.. Road. Suite One
Salem, H." Hampshire 03079
(603) 893-0720
ENGINEERS. PLANNERS' SURVEYORS
SCALE: 1"= 10' DATE: OCTOBER 2009
~: .. __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ .J ____ C~C~C~ __ .J ____ ~H~S~ __ .J __ ~2~66~7~O~9~.J~~6~O~F~8--..1
" " "
2'
--
/
"""
~ • • •
~I T .
fI J.Y . ,
·1 I .jd
b· •
.-0 .... SCH EOUl£ '" srm ru. GAl..VlNIZEO
PI'< -wrnt CONe ~m:
(3.000 PSI)
",.
L SITE PA~
OR COHO .m\
ql ·q ,"
·1 I ,o.,~:p~ _
I I
L'l • V CONCREIE rOOTlNC
(3000 PSI)
Ij"OUP£
~ . :
~
~ 0 .. P.A.~ ~o . . '. q 2' q
..... <r .. .
FRONT VJEJ' lr "'"
U SHAPED BQJ.I.ARQ SIDE VIEW
BOJ.I.ARJ) DETAILS
NOT TO SCALE
48"
'I ', L
..
~ CONC. FlLLED PIPE
• ..•
,.
36"
6"
r SURFACE TREATMENT
(SEE PLANS)
~24"-
CEMENT CONCRETE
BOLLARD DETAIL
NOT TO SCALE
.---SIGN
MOUNTING
N.T.S.
Nur AND
lOCK WASHeR
5/16" MACHINe
SCREW OR BOlT
VAN~ACCESsiB(E
PARTIAL ELEVATION
N.T.S.
4" PAlIff£O STRIPING
1'-6' O.C. AT 4$' IN mol'fr OF RAMP
SIGN POST wm~/~~~:~~~~~~==rJ~~~=EDG:~f OF WALK (AGAINST ACCESSIBlillY Sl?IBOL 8< lANDSCAPe DR BUILDING TYP.) "VAN ACCESSIBLE" SIGN """-
MOUNTED B£LOW.
PAVDlfNT lW(.
SLOPE: 2Jr IN
ALL DIRfGTIOIIIi;
ACCCSSI9lE t---'''---''~ RAMP. SCE
DETAIL
,--t---EDCf OF' RAMP
TO B£ FLUSH
WITH PARKING
LOT SURFACe
NATIONAL STANDARD .J--r-AcCeSSIBlillY SYMBOL L-~-"''(ll PAINTED ON PAVDlENT.
(WHrrE: PAINT)
9' So
F'ACe OF' lAONOLITHIC
CONCReTf S/OCWALK
DR CURB
ACCESSmJ.E PARKING STAI,I-'?
5' MIN.
(SC< SrrE: PLAN)
5'
(~IN)
NOT TO SCALE
EDGE OF WALK AGAINST
OR LANDSCAPE I BUILDING
AREA
I "
I : 7 2 lW( SLOPE (lYP)
<l
•
,-6
...... ? !S~
WI>J.)(
L FlUSH WITH PARKING "'-SEE WALK DETAILS
LOT SURFACC
ACCESSIBLE PARKING RAMP
NOT TO SCAlE
':::::::.
WIRf: FA5TCNEI1S 0 7 S"
INTERVALS, TOP 8<
BOTTOM
STRETCHER BAA-_
10'
5/8" ROUND LATCH ROO
" EQ.
Iii 6
'2' o· -
EO. EO.
.J.
6" CONCRErr ~
[8"
,...1--"
~
J" _ SCM.
40 S1L.
(TYP) PIP£
4" N.O.D.
TUBULAR STEEL
GATE POST
-'"
SLAB WITH 6".6"
\' -7.4.1.4 WWF
ON 8'"
AGGREG4TE BASE
F NeE POST .......
'0 V FENCE FABRIC GROUND UN[
• ,
SLOPE ~ Iii 0 , I
1/4" PER f"T. J .. -
rBOw.RD. l'fP. L 1/2" SHE!. YES
fENCE NQIf.S'
1) FrNC£ fN/R/C SHAlL BE ST.oN1lWJ
2'" CHIm UHK Q\LVNDZED MESH WIJH
PRIIIICY SWS (FOREST GREEN).
,
;,
~ 6" COHCRm
SlAB
' ..
ClASS "A " CONCR
=
WCIVCN V7M<;.......jH/t-.J
SCRCENING !J!{>=== Iii Iii
4" DEEP (TYP)
G4TE ON S1L. FRAME
sec FlEV. THIS
SHEET I"
2) ALL POSlS SH4IJ. S£ GALVANIZED
SCHEDIJL£ .fO STm PJPE.
J) ALl. UNE POSTS TO B£ 2."""-0.0.
PIPE. IrWCIMIJItI SPN11NQ 10 8£ 70' ON
~" ,~'-.y) .. Y" .• ..
I ~ .. , .. ' .. , I ...
<0 .
I
I
J
CONCRCTE SLAB WITH 6'.6" -
7.4.1.4 WWF' ON S" AGGReGATE B4se
VERIFY POsr 8< FOUNDATION W/~-
S1RUCT. ENGINCCR
GATE DETAIL
, -'L ...cI
PLAN vr&r
NOTE:
7) NOMINAl. OUTSIDE DfAMErrR (N.D. D.) OF' GATE 1'RAMC AND
BRACr TUBe TO BE: 1.66" UP TO 6" IN WIDTH. AND 1.90"
IF OVCR S' IN WIDTH.
CHAINLINK TRASH ENCLOSURE
NOT TO SCAlE
~BO UARDS CEN7ER.
4) ..u. EHJ) ANI) CO/!NEI/ POSIS TO Be
2.875· 0.0. PIPE.
4' 5) ..u. TOP .oN0 IoIIDIlI.£ RA/I.S TO Be U
0.0. PIPE.
6) ..u. FImNG5 ANI) ACCESSOIIIrS SHAlL BE GAlV.oNIZED.. .
/-----FACE Of BUILDING
\4'6LUE
4·.(j' l \ ~
SIOEWALl< WIDTH AS Nol[!) ON SITE PLAN 4' CONC. CURS EDGE
WALl< TO BE 3000
P.5.J. 28 D" Y P.C.C.
I' RADIUS
01 ,.
;.
, ,'" , .. ,. .. . ' .. , ,. .. ":. ',.: -• . "
M.D.P.W.
(TYPE 1:-7)
HOT BiT. P"VE.
1 INCH
WEARING w,,,,,,,,,
M.D.P.W.
(l'fPE 1-1)
HOT BiT. PAVE.
2 INCH
BINDER COURSE
!::! 1'-0" Tr'P, t; N)·TYP. ItDfl ~WiJ
/"BLUE PARKING SURF"CE AS
SPECIFIED
I 4°I,VHITE
1'\ "~ == I~~ ,~~ PICK-Up1'" ~ EXIT ON LY-=+'" t DRIVE -THRU-+/o ~
WINDOW ALL PAVEMENT MARKINGS TO BE
WHITE PAVEMENT PAINT. UNLESS
STATED OTHERWISE.
ON-SITE PAVEMENT MARKING DETAILS
NOT TO SCALE
3/8" DEEP JOINT SEALANT ---,
(COLOR TO MATCH CONCRETE)
6" x 6" vn.+ x vn.4
WELDED IIlRE FABRIC
1/4" v.1DE X I" DEEP lm.5D CoNiROL JOINT
EXPANSION JOINT (TYP.)
CEMENT CONCREre
PAVEMENT (3000 PSi)
CAP END
8" CRUSHED
GRAVEL
CQMPACl[!)
SUBGRADE
S" X S" -
10/70 W.W.Io4.
ON-SITE SIDEWALK DETAIL
NOT TO SCALE
SLOPE AND MATERIAl. VARIES
SEE SITE AND GRADING PLANS 12" 12" I---"'---t---=---j
M.D.P.W. -~
6" GRAVEL
SUBBASE
PAVEMENT DETAIL
NOT TO SCALE
BINI>ER COURSE
".--BrniMINOUS CONCRETE PAVEMENT
/ __ BITUM INOUS CONCRETE PAVEMENT
DENSE MIX
1-1/2" CURB REVEAL
1/4" RADIUS (TYP.)
--~==r==~T_jr-~,L.=__j WE';RING COURSE
FINISH GROUND ~
~ BITUMINOUS CONCRETE PAVEMENT
4"
6"
MIN.
.<>
.4
9" --:--t--g"
, ,~ ..
COMPACTED CRUSHED
GRAVEL BASE
,. SMOOlII (UNDEfatt.tW) OOYn (GIWIE 40) 10" O.C.
18' LONG W/ElCPANSION CN', COAT CAP END OF DOYoE!.
W/GAAPIITE LU~ICANT, GREASE, OR WRAP W/TAR P.APER.
1/2" PREFORMED EXPANSION
JOINT FILLER.
UNDISTURBED SUBGRADE OR
ASPHALT PAVEMENT
STANDARD PARKING
LOT OR ROADWAY
SECTION (SEE DETAIL)
NOTES:
1. MAINTAIN 2' CLEARANCE (TYP) BETWEEN AlL
CONCRETE EDGES AND IIlRE FABRIC OR DOWEL
SUITABLE COMPAcreD BACKFl~~ ______ JL __________________________________________________________________ -:;:~~~::~ ______________________________ -,
2. CONiROL JOINTS TO BE LOCATED 5 FT. ON CENTER.
3. EXPANSiON JOINTS TO BE LOCATED 25 FT. ON crnreR.
CEMENT CONCRETE SIDEWALK
SECTION AND JOINT DETAILS
NOT TO SCAlE
THIll BRANCHCS AND F'OUAG£ ---;ilf'f''-
BY 1/3 ReTAINING NAruRAI. 51W'E;:. HfYfR cur CEN7RAL
l£AJ)£J/. PAlHr ALL CUTS
OYER 1/2' WITH N'PRfNEO TReE P.6JNT.
BURtN TReE W1W' TIED Min' ------:;F---jJ
12" WITH NAruRAI. J/Jff.
SURVEY FlAGGING ----------}'
cur de R£J«M: BURlAP FROM
TOP HAJJ OF ROOT 8ALL 8<
GDlTLY COMI/ our ROOTS
BACKFIll. WITH f'lNoI71NG MIX --
SCARIFY SUB SOIL WITH PICK--~
SfCJ1QN/O f)(ADON
2 PIEces OF'
R£lNFORCa>
RUBBER /IOSC
110. 70 GAUGE
G<LVlN-IZEO
WIRE 1W1ST£D
AND ENDS KNOCKED INrO
STAKES. TAKE
GUY WIRE '" /IOSC ~
fiRST SIT OF'
BRANCHES.
fL&j
NOT TO SCALE
SAUCER
UMIT OF mEE PIT
PRUNE OUT ALL D£IoD TIPS. CROSSING ---:~ BRANCHES AND SUCKER C;ROWTH.
NEVCR cur A CENTRAl IEADCR
~F:;:-"~~~ WITH WILT PROOF ACCORDING A TO ,"""UF. INS1RUC11ONS IF FOLIAGE
IS PRESENT
GROUNO UNE TO BE SMlE AS AT --~ .....
LIMiT OF TREE BAlI. /MISERY -"-..;~IJ'''~::s-. 1~,r, ~(;..P"~';;"'_
." SHREDDED HARDWOOD BARK MUlCH . ~~~~'f. CONTAINER. -:-:-:=---~.... ( fORW SAUCER FOR WATER RETENTION )
-; SUTTEI/FJ.Y WITH ~~~~:_ GCNTl Y COlAS ILt.JI _ cur '" REI«N£ 2-6' WOOD STN<£S SURW FROM TOP HAI.F OF' BARK ATTACHED FILTER F'ABRIC FOR WEED CONTROL (NOT ROOT IW.L 8< GEN1tY COMB our
PlACED IN SAUCER) -J.----~, PlANnNG SOIL MIX UNDER
B4CKFIU. WITH Pl.AN77I1G MIl( ---------~ ROOTIW.I.
THill BRANCHES AND FOUAJ)E BY 1/3
flUAlNING NAruRAL SH4PE. NFMR CUT
CENTRAl.. I£ADER.
(1TfH III fOR 7R££S :5" IN Hf1CHT OR
GRI;;\lfR (3) 112 CA. G<LV. 7WI5TED
WIRES AT 120' SPACING WITH 6 7/2" GAl
ruRNBUCKLE WIRE IN RUBBER HOSE;:
'7----SC:AAI"f sua SOIL WfIH PICK.
TYPICAL SHRUB PLANTING
NOT TO SCALE
TWISTED WIRE IN RUBBER HOSE r-~'~~tj~.:~~ AT 2/3 HBGHT OF TREE
112 CA. G.lLV. 1WISTED "lRE IN RUBSER HOSE
GROUND UNE TO BE SMAE ItS AT NURSERY
AROUND TReE ATTACH TO TReE AT 7/2 TO
2/3 HDGHT Or TREE ABCWE' GRADE
ANCHOR WITH 2·x2)(2' s~~'~f%l;7B'1L1 BURIa> Ba.OW GRADe c.
(IIDI tl fQR TRffS LESS THMl " IN !1UlHl (3) 2",3",8' SI'R1Jcr STAKES AT
120' SPACING. A MINIMUM OF' J6" IN
GROUND. STI>J<ES TO BE CLEAR OF'
RooTBAU.. cur OFF f)(CESS so STAKES loRe All. THE SAAlE HEIGHT.
4' SHREDDED _OWOOO BARK ~Ul.CH .---( FORW SAUCER FOR WATER RETENl10N )
FILTER FABRIC FOR WEED CONTROL ( KeEP OUT OF DEPRESSION )
;:---12" MIN. PLANnNG SOIl MIX UNDER R001Bo\lJ.
SURVEY F1.AGGING ---__ _
cur 8< RellOll£ BURIN'
FROM TOP II'U OF
ROOT EWJ. '" GDlTLY COliS OUT ROOlS
BACKFIll. WITH PI.ANTIiG MIX
SCARIFY SUB SOIL WllII PICK. ___ -,
GROUND lJj£ TO BE SA.\lE -'S "T NURSERY
4' SHREDDED HAJU)WOOO BARK MULCH :.--,-( FORM SAUCER FOR WATER RETENTION )
---r-","cn FABRIC FOR WCED CONTROL (NOT
PlACED IN SA/JCfR )
1--;-0-MIN. PlANnNG SOIL foIX UNIQ ROOTa.o.u.
TYPICAL DECIDUOUS TREE PLANTING SECTION m EYATION
NOT TO SCAlE TYPICAL EVERGREEN TREE ' PLANTING
NOT TO SCALE
IRVING SIGN = 16.4 SF
PANel
C-STOR< -15.B SF
SIGN PANel
lfO _ 9 .9 SF'
PRICE 10
SIGN PANeL
LED = 9.' SF PRICE ID
SIGN PANCL
8I.ANK PANE!. = 7.J SF
8W1K PANfL D 7. 7 SF
TOTAL -66 SF
• ~ -'" I ;,.
'"
9" :;'-1" ,
• .A... ""'" IRVING <>I
I
WHITE BACKGROUND ...,
3~' 'V' I'o1TH BLUE LETTERS ~ AND REO CHEVRONS
j , 11 ~ II WHITE BACKGROUND
.~" • I I '" CONVENIENCE H I ..., , ,
STORE ' I , I
I ,
" , ~ RED lED -a.888 ',-, Q. • I I -~~ I PRICE , ,
N CHANGER , , 0-, , \\lilTE LETTERS ON :1", o:!I~Il(l1 ril~1lII11I
<I I ,V BLUE BACKGROUND ~~ , GREEN LED B,888 tr1, -:> I PRICE ~ N CHANGER cBas:rn \'IIl~i8'.~ , , ~ I .. BLUE BACKGROUND
.. ~
• ", ~ H 0 I .1 · BLANK PANEL -I 1': H ~ ~
I If-' BLANK PANEL -, ,
I ,
I I , ,
I , , ,
I I , ,
i2 I I ~ , , , I ~ I , III , I Q , I Il: I , ~~ I I , ,
I I ~o I I
I I ~ III , ,
I il I , , , I , , , I , , , I , , , , , , , , , ,
~ I 'ill GRADE STillT SIDE
PROPOSED FREESTANDING SIGN
NOT TO SCALE
2 SIGN HS
1 ADDRESS COMMENTS HS
NO. DESCRIPTIO DATE
SCALE: NTS
CCC
DETAILS
ASSESSORS MAP J1Z BLOCK 1 LOT 10
332 SUFFIELD STREET
AGAWAM, MASSACHUSETTS
PREPARED FOR: SPEEDY COMPANY
41 GOULD ROAD
ANDOVER, MA 01810
.... sm.. Road. SuIte One
Salem, N.w Hamplhlro 03079
(603) 893-0720
ENGINEERS· PLANNERS. SURVEYORS
www.mhfdnlgn_com :;;::-~---t
DATE: OCTOBER 5, 2009
HS 266709 7 OF 8
u u u
E
"-OJ N
~"
Q o .,
DATE:
"NEENAH" R-7506 SERIES
FLOOR BOX FRAME AND LID,
OR EQUAL w/S.S. CAP SCrl EW
LID CLOSURE -~
CLASS "A" CONCRETE
BIT. CONC. PAVEMENT
AS SPECI'IEO
24" S ARE
GRASS
1
12" ~ ,6"
L---:)1 "1-+-,,1 o"-"-HI:i---' 1 CLEAN OUT Wi " _
SCREW IN PLUGS
VARIES
WYE
SWEEP
-f--cC?-'"-NOTE: 4" • PVC SEWER PIPE
AND FITTINGS TO BE ASTM
0-3033 OF 0-3034 SDR-35
SANI TARY CLEANOU T
N.T.S.
CLEANOUT REQUIRED EVERY 100' OF LA TERAL
PROJECT SHT. NAME
DWG. NO.: 1
TOWN OF AGAWAM
CONSTRUCTION STANDARDS SANITARY CLEANOUT
APPROVED 8Y: JTD
COMPACTED GRANULAR
BACKFILL AS APPROVED --"'-c-
BY THE ENGINEER
INITI AL BACKFILL __ +-_
SPRING LINE OF PIPE
HP-.UNCHING -------1
(SEE NOTE 3) -f------~-""'--------1
BEDDING
(SEE NOTE 3)---h~-v-------~
vvv ,,'V '
'"
'" 0 0
"-0
'" "-'" 0
6" --' "
0/2 ..
" .... z
0/2 w
" a w '" " 6" w
CRUSHED STONE
FOUNDATION
AS ORDERED BY
THE ENGINEER
i'j~
1. TH~ INSTALLATION OF PI?E SHALL CONFORM TO THE REQUIREMENTS OF
ASTM STA.NDARO D-2321,
2. THE EMBEDMENT ~ATERIAL SHALL BE 3/~H CRUSHED STONE.
3. USE HAND OR MECHANICAL TAMPING TO COMPACT THE BEDDING AND
HAUNCHING.
4. GEDTEXTL[ TO 8( USED WHERE AND AS DIRECTED BY ENGINEER.
TRENCH SECTION
N.T.S
,
N
+N'
"'to! to! 0 ~z
"<.J -<.J "", w~
"-a:
NO.
5-5
~ J-------------------~------------------~~~~--------------~~~__; ~::: F "-'-"--'''''--''-''--'=--=--c..:.:.:....-~ROJECT . NO.
G
TOWN OF AGAWAM SANITARY AND STORM SEWER M-2 " owe. NO.: 1 CONSTRUCTION STANDARDS TRENCH SECTION ~I~~~=-=~~~~ C! 1::==
>-~ (0
'" ~ o
"-cO
CD
N ./ '" o r---
'.D co
N
./ o « o ./ " ~ u
<J)
~
cO "
riFT UP TO
10' FROM
HOUSE. r i FT
INSIDE 10 FT
PVC PLUG pvc MAIN SEVi'ER----j
PVC BUILDING SE'I"IER
PROPERTY LINE
LOCAnON STAKE
LONG SWEEP 45' BEND
4' M1N. COVER
LESS THAi'! MIN. t-IUST BE
APPROVED BY em ENGINEER
ALTERNATE
TEE WYE
1/4 ~ PER FOOT l 45'
(MINIMUM) / C=~====~-r----y~
LONG SWEEP 45' BEND
45' \VYE
/ ,-PVC MAIN SEWER
pvc PLUG
PVC BUILDING SEWER
DRAWN BY: O"Ojl.<CC
DATE: 12-5-96 REV.: a/l/03
SECTION
NOTES:
I. BUILDING SEv-.-ERS SHAL.L BE 4"\li EXCEPT AS
DIRECTED BY THE ENGINEER
2. LOCATION AND DEPTHS or: BUILDING SEWERS TO BE
DETERMINED iN THE FIELD BY TH E ENGINEER
J. ALL PIPE TO BE "RING-nTE" (RUBBER GASKET)
BUILD ING SEWER CONNEC TI ON
N.T.S
PROJECT SHT.
DWG NO.: 1
TOWN OF AGAWAM
CONSTRUCTION STANDARDS BUILDING SEWER CONNECTION
APPROVED BY: JTO
"":;::;.:tr~MATERIA.l TO BE ~ IN 1 2~ LIFTS
2-STYROf"CIM( ~IGIO
NSIJlA110N (DOW aw_o
011 ;,p...,.,..., [QUAI.)
TYPICAL TRENCH SECTION
FOR SANITARY SEWER SERVICE
WITH LESS THAN 6' OF COVER
SMED'IIG AS '.:1,.1110
NOT TO SCALE NOT TO SCALE
. NO.
S-4
.. -LOA),! It. SEED
. . . . , . . . . . . . . . . . . . . . . , . . . .... " ... "
RESURFACE AS SPEctFIED
t-1SAND BEDDING MATERIAL
,0--W4tD PfPI AS
SPECIFIED ON 'LAN
TYPICAL TRENCH SECTION
FOR WATER SERVICE
1--------88"-0·
o
C .,
4<
AST IRON ~ ANHOLE FRAME
COVER (TYP)
,. TAP ER-
Pl.AS11C
PIPE SEAL
4-DCA INLET
It-; 'I!J" DIA.
('M')
"_ ... . . . . ,
. .J=
'. "
PLAH VIEW
L!PRECAST CONC_ . MANHOLE RISER
SECTIONS AS
REQUIRED
,
..
1 . .
. -.. . , •• II " ~ .. ~ ..... : "
L.· TOP (6" H-20) """
UQUID LJ:YI:L I
~'NLET TEE TO MID • DEPTH OF TANK
'-7-: "-SEE NOTE 5 . ~t . ! • , , 0 I -: I SHEA 3 .... I-1 '2"
-.l . • ··~·t " . . ,',. ''!'. " : ,'. -'--. .. -. . .
I !
SECTION VIEW
:
• ,
.. .. · . •
:
•
· .
I ' •
5'-2'
PLASTIC
PIPE SEAL
4" D1 A OUTl.£T
,
NOTE:
A) REQUIRED CAPACITY PER 3 10CMR 15.203 (lITtE 5)
12 SEATS X 15 GPO/SEAT
-180 GAllONS
USE 1.000 GAllON GREASE TRAP
NOTES:
. 1. CONCRETE: 4,000 PSI MINIMUM AF1ER 28 OAYS.
2. DESIGN CONFORMS WITH 310 Ct.tR 15.00, DEP TITlE ~ Q~':. ~ SEPTle TA.NI{~.
3. ALL REINFORCEMENT PER ASTM CI227-93.
5'-8 " 4. TEES AND GAS BAFFLE SOLD SEPARATELY •
(5'-,0"
4'-4-
H-20) 5. TONGUE 4< GROO'IE JOINT SEALED WITH BUTYLIE
RESIN.
6. ALSO AVAlV,BLE IN H-2.o lOIoIlING.
WEIGHT
ITEM NO. T<-1000 STANDARD
TK IOOOH H-20
toQQ GAUON GREASE TRAP DETAIL
NOT TO SGAUE
Ut.f1T OF R TAP BOX.tROD
AS SPECIfiED
TYPICAL WAT$R SERVICE CONNECTION
NOT TO SCALE
NO.
ADDRESS TOWN COMMENTS
DESCRIPTION BY
REVISIONS
DETAILS
ASSESSORS MAP J12 BLOCK 1 LOT 10
332 SUFFIELD STREET
AGAWAM . MASSACHUSETTS
PREPARED FOR: SPEEDY COMPANY
41 GOULD ROAD
ANDOVER, MA 01810
DATE
44 SIne. Road. Suite One
Solem, New Hampshlro 03079
(6.03) 893-0720
ENGINEERS' PLANNERS' SURVEYORS
SCALE: NTS DATE: OCTOBER 5, 2009
~L. ________________ ~ ______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 1. __ ~C~C~C~ ____ L_ __ ~H~S~ ____ ~~2~6;6~7~0;9 __ _J __ ~8~0~F~8 __ .A
E
" (J)
l-I
<:J :J
I'
U)
<D
N
/'
Cf> o
+ 0.0
+ 0.0
'0,0
'0.0
0.0
0.0
+ 0.0
+ 0.0
+ 0.0
+ 0.0
+ 0.0
+ 0.0
'0.0
b.o
+ 0.0
.0
+ 0.0
+ 0.0
+ 0.0
+ 0.0
+ 0.0
+ 0.0
+ 0.0
+ 0.0
b.O
+ 0.0
+ 0.0
+ 0.0
+ 0.0
+ 0.0
b.O b.o
EXISTING LlGHT-_....
POLE AND
BASE TO BE
REMOVED
b.o
+ 0.0
'0.0
+ 0.0
+ 0.0
+ 0.0
+ 0.0
+ 0.0
'0 .0
+ 0.0
+ 0.0
+ 0.0
+ 0.0
+ 0.1 + 0.1
+ 0.0
f;::J L£J
. "'-~ +. I\'''''''~-.0.8
EXISTING LIGHT POLE ---.1-,...,
AND BASE TO BE
REMOVED
0 .0
+ 0.0
0 .0
+ 0.0
+ 0.0
'0.0
+ 0.0
+ 0.3
0.2
to
• "-.N
'0.0
+ 0,0
+ 0.0
+ 1.3
+ 1.6
+ 0.9
+ 0.0
3
PROPOSED
765 SF'
"DDmON
PROPOSED
2,000 SF
CONVENIENCE
STORE
7.8
o
5.4 5.9
7.2
+ 0.1
7.6
0.6
o
·12
+ 6 .2
6.0
+ 6.1
+ 0.4
Bo.sed on the Inforno. t lon prov ided. o.U diMensions and lurUno.l"'~ loca. t lons
sho .. n r'l?present recoMnended positions. The engineer-ondl or o.rchlt ect Must
deterMine oppllco.blLlty of the lo.yout to existing or future f ield conditions,
e-
ll)
<D
N
/' o <C ;3~ Tt-I15 I.Ightlng po.ttern l"'epl"'esents Illunlno.tlon level!! co.lcula.ted froM Io.boro.-tory do.to.
(/) token undet" controUed conditions utilizing c ..... rent Industry sto.ndo.rd to.l'lP 1"'0. tln9'50 in
~. u o.ccordo.nce with ntul'llno.tlng Engineering Society o.pprovecl f'lethoc;b.. Actuo.l perforl'!.o.nce
,
+ 0.0
+ 0.1
+ 4.3
+ 12.0
7 .1
+ 3.5
+ 0.0
+ 0.0
+ 0.1
!3.0
+ 3.2
+ 0.6
2.5
+ 9.8
+ 0.0
+ 0.0
+ 0,1
1.1
+ 1.0
+ 3.3
+ 13.4
= --
5,0
'0.0
+ 0,0
+ 0.1
+ 0.4
'0.9
3.5
5.2
+ 0.0
+ 0.0
'0.0
+ 0.1
+ 3.6
+ 0.0
+ 0.0
'0.0
+ 0.1
+ 0.1
+ + 14.4 13.8
.,.
+ 41.9 .
5.2 5.0
+ 0.0
+ 0.0
+ 0.1
+ 0.1
+ 10.0
• A . '" I
+ 4.2
+ 0.0
+ 0.0
'0,0
+ 0.0
0.0
+ 0.1
+ 1.2
'---__ .J
+ 3.5
'0.5
""" OIG SAF£
+ 1.7
+ 0.3
MA-IoiE-tlH-RI-VT
1 -!l!lt!-OICSAFE
NY 1 -800-962-7962
CT 1-800-922-4455
•
+ 1.2 1,2
S 1732'00· W 216.48'
0.3 + 0.2
SUFFIELD
0.1 0.2
STREET
GRAPHIC SCALE
+ 1.3
+ 0.2
+ 1.9
+ 0.2
10 0 5 10 20 40 ~~~'~"~I ~liiiiiiiiiiiiiii_I~~~1
( IN FEET )
1 Inch -10 ft.
t
0.0
+ 0,0
+ 0.0
+ 0.0
+ 0.2
'0.5
+ 1.1
3.1
+ 3.9
+ 0.2
o o
+ 0.0
0.0
+ 0.0
+ 0.0
0.2
+ 0.4
+ 0.6
+ 1.8
0.1
+ 0.0
+ 0.0
0 .0
'0.0
0,0
+ 0.1
+ 0.2
+ 0.3
+ 0.4
+ 0.1
'0.0
+ 0.0
0 .0
+ 0.0
+ 0.0
+ 0.1
+ 0.1
+ 0.2
+ 0.0
+ 0.0
+ 0.0
+ 0.0
+ 0.0
+ 0.0
+ 0.1
+ 0.1
o
+ 0.2
+ 0.0
+ 0.0
+ 0.0
'0.0
+ 0.0
+ 0.0
+ 0.0
+ 0.0
+ 0.0
+ 0.0
+ 0.0
+ 0.0
+ 0.0
+ 0.0
'0 .0
+ 0.0
+ 0.0
+ 0.0
+ 0.0
0.0
+ 0.0
+ 0.0
+ 0.0
+ 0.0
+ 0.0
'0 .0
+ 0.0
'0.0
+ 0.0
'0.0
+ 0.0
+ 0.0
+ 0.0
b,O
+ 0.0
+ 0.0
+ 0.0
V"'-->"'::--'::~~ ____ EXISTING LIGHT POLE
+ 0.0
+ 0.4
'0.0 b.O
. _ ... __ . __ ._--".'---.. -----'".~ ... -.----.----
+ 0.0
AND BASE TO BE
REMOVED
'0.0
b.O
._--_.----_ .. _--------.... _ ..
0.0
0.0
+ 0,0
'0.0
+ 0.0
+ 0.0
0.0
0.0
+ 0.0
+ 0.0
+ 0.0
+ 0,0
+ 0.0
+ 0.0
0.0
b.O
+ 0.0
b,O
I ,
u
ENCORE TOP ACCESS
FLAT LENS
CHALLENGER
FLAT LENS
IESNA FULL CUTOFF
CalEulatl6A !UMIl.I'Y
Lo.bel
ALL CALC POINTS
PARKING SUMMARY
CANOPY SUMMARY
IESNA FULL CUTOFF
Co.le:Type
Ilhmlno.ne:e
III UMIn o.ne:"
llluMlno.n<:e
7If
CHALLENGER
WALL SCONCE
IESNA FULL CUTOFF
25" ,\lUUINUN HOUSING
l+-4-l20W PIJtSE START MEIAL HAUDE
fIXTURE (CHAll£NGER SERIES
BY LSI UGHlING S'YSlEMS OR APPR()'IEl) EQUAL)
320W PULSE START SUPER METAL HALIDE FlxnJRE
.~--t-:--rT't:=!.'t::t-'AWMI~ NUt.< FORWNlD THROW '1 REFtECTOR
" .,
EXTRUDED ,\lUMINUM
uOUI'I11NG ARM. FINISHED WHITE
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ASSESSORS MAP J12 BLOCK 1 LOT 10
332 SUFFIELD STREET
AGAWAM, MASSACHUSETTS
PREPARED FOR:
SPEEDY COMPANY
41 GOULD ROAD
ANDOVER, MA 01810
44 Stll.. Rood, SuIt. On.
Solom, How Homp.hlr. 03019
(603) 893-0120
ENGINEERS· PLANNERS. SURVEYORS
www.mhfd .. lgn.com
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46 Dike Street
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phone: 401-383-1724
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LEGEND
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WATER MAIN
SANITARY SEWER
STORM DRAINAGE
GAS
OVER HEAD WIRES
WATER GATE
EXISTNG SPOT GRADE
EXISTNG HYDRANT
MONITOR WELL
LANDSCAPED AREA
NUMBER OF PARKING SPACES
LAND N/F ILMIE I
PRENIQI AND BURIM
PRENIQI
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U.POLE #63/42'\.
CONCRaE---------4~
BOUND FOUND
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PROPOSED
765 SF
ADDmON
PROPOSED
2,000 SF
CONVENIENCE
STORE
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DESCRIPTION BY
REVISIONS
TRUCK TURN PLAN (TT)
ASSESSORS MAP J12 BLOCK 1 LOT 10
332 SUFFIELD STREET
AGAWAM, MASSACHUSaTS
PREPARED FOR:
SPEEDY COMPANY
41 GOULD ROAD
ANDOVER, MA 01810
DATE
44 Stiles Road. Suite One
Salem, New Hampshire 03079
(603) 893-0720
ENGINEERS. PLANNERS' SURVEYORS
SCALE: 1"= 10' DATE: OCTOBER 5, 2009
L'~ ____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 1. __ ~C~C~C~ __ .l ____ ~H~S ____ .l __ ~2~6~6~7~0~9 __ .J __ ~l~O~F_l~.J