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I1 HAR T ASSOCIATES Letter of Transmittal
architects engineers interior designers planners
430 Main Street Agawam, MA 01001-18 7
Telephone: 41 -786-9600 Facsimile: 413-786-869 -Mail: RAlagawam@aot.com
aot.com
TO: DATE: 9-25-08 PROJ; NO.. 05-19 6
Planning Board" ATTN Pamela Kerr, Principal Clerk
Town Office
36 Main Street REF: Updated Site Plans
Agawam, MA 01001 Agawam Senior Center
PLEASE NOTE:<
WE ARE SENDING YOU 0 Attached ❑under separate cover via US hail the following items.
•Submittals or Shop Drawings IM Prints- E3 Contracts- ❑Samples ❑specifications
•Copy of Letter ❑Change Order 0 Other ❑Report
COPIES DATE NO. DESCRIPTION ACTION
9125/08 Signed and Stamped Plans C.1, C.2, C.3 and CA 2
revised 9/25/08
ACTION CODES'
1 For Approval 5 No Exceptions'Taken 9 Resubmit copies for approval
2 For your uselreview 6 Nate Markings 10 Confirm
3 As Requested 7 Comments Attached 11 Prints Returned After Lean To U
4 See Remarks Below 8 Rejected (SEE CORRESPONDING ACTION CODE ABOVE)
REMARKS.
Attached are three ( )copies of the stamped and signed plaits for your files for the above
referenced project The plaits have been reviewed by the Engineering [department and their
comments incorporated.
Call if you have any questions concerning this matter.
G:11906\ProjMn ttCorresplConComTmsmtaa4925.doc
COPY TO: D. Goodman SIGNED;
M. Matchett Richardfr. Mis 10,1 1
File 1906
SEP 2 6 2008
(If enctosures are not as noted kindly let us know at once.) I �'I) L.
IDALANN
09/30/2008 09'37 FAX 4138210631 Z 002/002
TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street * Agawam, MA 01001
Tel (413) 8210600 # Fax (413) 8210631
John P. Stone - Superintendent
MM BUM
To: Conservation Conunission;Planning Board
CC: John Stone—DPW Supt.; Reinhardt Associates;File
From: Engineering
Date: September 30,2008
Subject., Revision to Site Plan—Senior Center—954 Main Street—PW 276
Per your request received September 19, we have reviewed the site plan entitled,"New Senior Center for the
Town of Agawam—954 Main Street, Agawam, MA 01001; Prepared by: Reinhardt Associates,430 Main
Street,Agawam, MA; Scale: varies; Updated: September 25, 2008,"and we approve the updated plans.
If you have any questions please do not hesitate to contact this division.
Sincerely,
Vladimir Ciceres Michael C. Chase
Civil Engineer I To Engineer
OpwW6 senior oentertsite pI&uWAmo_13Aoc
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f
'Oe/25/20'08 12;08 FAX 41382 1 IA 002/003
TOWNOFAGAWAM,
Department of.Public Work
1000 Suffield Street • Agawam, MA 01001
Tel (413) 8210600 • Fax (413) 8210631
y John P. Stone Superintendent
N»lr O"UM
To Conservation Con unission; planning Boafd
CC: John Stone—DPW Supt. Reinhardt Associates; Pile
From: Engineering
Dates September 25, 2008
Subject: Revision to Site Plan Senior Centex 954 Main Street—PW 276 (update)
Per your request received September 19,,we have reviewed the site plan entitled,'Ni ew Senior Center for the
Town of Agawam—954 Main Street,Agawam, MA 01001;Prepared by: Reinhardt Associates, 430 Main
Street, Agawam, MA; Scale: 1"=30'; Updated: September 5, 2008"and we have the following comments:
Ezxgi veering met with Reinhardt and the items below were discussed:
1. The four proposed parking spaces located at the westerly side of the parking lot should be changed to
backup areas for vehicles leaving the adjacent parking spaces. The proposed dimensions of the 18'x
18'area can be changed to 12'wide by 14'deep as was shown on the original design for this parking
lot. (see attached)
a. This area will be changed as requested.
2, nix proposal eliminates 4 accessible parking spaces along the westerly side of the driveway. These
should be added somewhere on the plans.
a It was agreed that two accessible parking spaces would be added as shown on the attached plan.
3. Please, add 3'details for each of the newly proposed curb cuts.
a. There will be four details added to the plans.
4. A crosswalk needs to be added to connect the middle walkway of the new Pot with the sidewalk to the
back of the new.Senior Center building,
a. The crosswalk will be added to the plans.
if you have any questions please do not hesitate to contact this division.
Sincerely, Y
Vladimir Caceres Michael C. Chase,P.E.
Civil Engineer`I Town Engineer
s;pw1276senior centeAshe planlmemo_1'3.doc
04/25/2008 12:08 FAX 4138-'-1 lao03/003
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FA TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street a Agawam,MA 01001
Tel (413) 8210600 - Fax (413) 8210631
Jobn P. Stone - Superintendent
Mtn UM
To: Conservatiou Commission; Planning BVd
CC: John Stone—DPW Supt.;Reinhardt Associates;file
Frow: Engineering
Date: September 24,2008
Subject- Rcvision to Site Plan—Senior Center—954 Main Street—PW 276
Per your request received September 19,we have reviewed the site plan entitled., "New Senior Center for the
Town of Agawam—954 Main Street,Agawam,MA01001; Prepared by: Reinhardt Associates, 430 Main
Street,Agawam,MA; Scale: 1''--30'; Updated: September 5, 2008"and we have the following conunents:
1. the four proposed parking spaces located at the westerly side of the parking lot should be changed to
back up areas for vehicles leaving the adjacent parking spares. The proposed dimensions of the 18' x
18' area can be changed to 12' wide by 14' do as was sho-Am on the ors iginal design for this parking
lot. (see attached)
2. This proposal eliminates 4 accessible parking spaces along the westerly side of the driveway. These
should be added somewhere on the plans,
I Please, add 3 details for each of the newly proposed curb cuts.
4. A crosswalk needs to be added to connect the raaddle walkway of the new lot with the sidewalk to the
back of the new Senior Center building.
If you have any questions please do not hesitate to contact this division.
Sincerely,
7
Vladimir Oiceres Michael C. Chase, P.E.
Civil Engineer I Town Engineer
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REINHARDT ASSOCIATES
architects - engineers interior designers planners
September 2, 2008
Of of Planning & Community Development
Town of Agawam
36 Main Street
Agawam, Massachusetts 01001
Attn: Deborah S. Dachos, Director
RE: Agawam Senior Center RAI Project No. 06-1906
954 Main Street, Agawam, MA
Dear Ms. Dachos:
This is,to inform you of an impending change to the parking arrangement for the above
referenced project. The change involves going back to basically the original design for
the parking area near the existing Community Building. Both the Planning Board and
Conservation Commission approved this type of parking arrangement previously.
Should you have any questions regarding this matter, please do not hesitate to contact
our office at your convenience.
Sincerely,
REINHARDT ASSOCIATES, INC.
c rd I szek E�lor Civil ich rd 1 szek, E�
Senior Civil gineer
cc: S. Dawson, Mayor
R. Theroux, Building Committee
A. Albro, OPM
D. Goodman, RAI
M. Hatchett, RAI
430 Main Street * Agawam, MA 01001-1827 • Tel. (413) 786-9600 • FAX (413) 786-8699
MEMO
TO Engineering Department
FROM: Planning Board
SUBJECT: revision to Site Plan- Senior Center- Main Street
DATE:. September 18 00
Please review and comment on the attached Revised Site Plan for the Senior Center prior to the
Board's October 'meeting..
Think you.
DD:prk
REINHARDT ASSOCIATES 1161&
architects - engineers * interior designers planners
September 10, 2008
Office of Planning & Community Development
Town ofAgawam
36 Main Street
Agawam, Massachusetts 01001
Attn: Deborah S. Dachos, Director
RE: Agawam Senior Center RAI Project No. 06-1906
954 Main Street, Agawam, MA
Dear Ms. Dachos:
Enclosed please find for your review and approval, Drawing C.1-4, Site Demolition,
Layout, Utility and Grading Plans, dated 9-5-08 showing the impending change to the
parking arrangement for the above referenced project. The change involves going back
to basically the original design for the parking area near the existing Community
Building. Both the Planning Board and Conservation Commission approved this
parking arrangement previously.
Should you have any questions regarding this matter, please do not hesitate to contact
our office at your convenience,
Sincerely,
REINHARDT ASSOCIATES, INC.
-----------
2y-Ro�nHatchet
Project Manger
cc: S. Dawson, Mayor
R. Theroux, Building Committee
A. Albro, OPM
D. Goodman, RAI
R.. Misiaszek, RAI F?F I V F
SEP 10 2008;
-'A %j iJUAHu
430 Main Street * Agawam, MA 01001-1827 * Tel, (413) 786-9600 # FAX f413) 786-8699
Town
Agawam
1
�o lit
`
36 Main Street Agawam, Massachusetts 01001-1837
Tel. 413-78 - 400 Fax 413-786-99 7
co
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PLANNING BOARD
r
r
LO
May 7, 2008ON
Mayor Susan Dawson
36 Main Street
Agawam, MA 01001
Dear Mayor Dawson
At its duly called meeting held can May 1, 2008 the Agawam Planning Board voted to approve
the Revised Site Plan for the Agawam Senior Center conditional upon the attached May 1, 2008
Engineering Department comments..
Sincerely,
Travis Ward, Acting Chairman
AGAWAM PLANNING BOARD
TWIDSI,:pr1
cc: Engineering Dept,
Building Dept.
Town Clerk
File
*- '2408 15: 10 FAX 41 92 104W 12 002f002
TOWN OF AGAWAM
Department ofPublic Works
1000 Suffield Street . Agawam, MA 01001
Tel f4131 821-060+ • Fax ( 13) 8 1-0+631
M John P. Stone—Superintendent
MEMORANDUM
To: planning Board
CC JPS, File
From: Engineering Division
Date May 1, 2008
Subject. -270: Senior Center— Driveway Revisions
Per your request, Engineering has reviewed the recently revised plans entitled "Agawam Senior
Center—954 Main Street, Agawam, MA; Prepared by: Reinhardt Associates; Revision Date:
30/0 " and we approve the plans, However, we do have the following comments-:
1. The area drain near the south side of the building should have a bee-hive shaped grate.
This change order will be done during construction.
2. After construction, the southern entrance on Main Street and the driveway locate d to
the south of the building will be monitored. There is a concern that this driveway will
become a cut-through for visitors and residents of the current senior center. Those
vehicles could potentially be;traveling at an unsafe rate of speed for the parking lot and
especially the crosswalk at the bottom of the hill. If it is determined that the southern
entrance is creating an unsafe condition, Engineering will recommend that it be
changed to an exit only. Please note that cars would still be able to enter the site from
Main Street via the northern entrance. However, this would be.'a much less attractive
cut--through. Also, it may be determined'that the driveway located to the south of the
building will need to become a one-way uphill only if it proves to be unsafe every if the
southern entrance is changed to an exit only.
Please do not hesitate to contact our division with any questions or comments.
Sincerely, _
ichael C. Chase, P.
Town Engineer
S;7v=78 SeNIOR CFWEAW-re PLANWEM.t?_08,DOC .
1
a
REINHARDT ASSOCIATES Letter of Transmittai
architects engineers interior designers planners
430 Main Street Agawam, MA 01001-1827
Telephone: 413-786-9600 Facsimile* 413-786-8699 E-Mail: RAlagawam@aol.com
TO: DATE: 4-30-08 EROJ. NO.:_ 05-1908
Planning Board TTN: Pamela Kerr, Principal Clerk
Town Offices
36 Main Street RIFF: Updated Site Plans
Agawam, MA 01001 Agawam Senior Center
PLEASE NOTE:
WE ARE SENDING YOU IM Attached 0 Under separate cover via US Mail the following Items:
0 Submittals or Shop Drawings IM Prints 0 Contracts 0 Samples 0 Specifications
0 Copy of Letter 0 Change Order 13 Other 0 Report
COPIES DATE NOt DESCRIPTION ACTION
3 4/30/08 Signed and Stamped Plans C.1 through CA and 2,3
LA (revised 4/30/08)
ACTION CQDES:
1 For Approval 5 No Exceptions Taken 9 Resubmit— copies for approval
2 For your uselreview 6 Note Markings 10 Confirm
3 As Requested 7 Comments Attached 11 Prints Returned After Loan To Us
4 See Remarks Below 8 Rejected (SEE CORRESPONDING ACTION CODE ABOVE)
REMARKS:
Attached are three (3)copies of the stamped and signed plans for your use for the above
referenced project. The plans have been reviewed by the Engineering Department and their
comments incorporated.
Call if you have any questions concerning this matter.
GM 9061ProiMngmtkCorresp%PtanBoardTmstntO8C430,doc
COPY TO: D. Goodman SIGNED:
M. Hatchett Richard T. M Csiaszelk
File 1906
(if enclosures are not as noted kindly let us know at once.)
K 4139210831 Z 00 /0±0
TO AGAWAM
WN OF
, s Department is Works
1000 Suffield Street • Agawam, MA 01001
Tel (41 ) 821-0600 * Fax (413) 821-0631
John P. Stone -- Superintendent
MEMORANDUM
To: Planning Board
CC. PS, File
From. Engineering Division
Date: May 1, 2008
Subject: -276: Senior Center— Driveway Revisions
Per your request, Engineering has reviewed the recently revved plans entitled *'Agawam Senior
Center-954 Main Street, Agawam, ILIA; prepared by: ReinhardtAssociates; Revision pate:
4 30/0 1" and we approve the plans, However, we do have the following comments
1. The area drain near ttte south*side of the building should have a bee-hive shaped grate.
This change order will be done during construction.
2s After construction, the southern entrance an Main Street and the driveway located to i
the south of the building will be monitored. There is a concern that this driveway will
become a cut-through for visitors and residents of the current senior center. Those
vehicles could potentially be traveling at an unsafe rate of speed for the parking lot and
especially the crosswalk at the bottom of the hill. If it is determined that the southern
entrance is creating an unsafe condition, Engineering will recommend that it be
changed to an exit only. Please note that cars would still be able to enter the site from
Main Street via the northern entrance. However, this would be a much less attractive
cut-through. Also, it may be determined that the driveway located to the south of the
building will need to become a one-way uphill only if it proves to be unsafe even If the
southern entrance is changed to an exit only.
Please do not hesitate to contact our division with any questions or comments..
Sincerely,
ichael C. Chase, PZ.
Town Engineer
i
i
ToWn of Aga
.am
36 Main Street Agawam,Massachusetts 1001-1837
Tel. 413-786-0400 Fax 413-786-9927
DEMO
TO,' Engineering Dept,, Police Dept., Fire /Pt" ADA Committee
FROM: Planning Board
SUBJECT:, Revised Site Alan- 11+'Iain Street - Agawam Senior Center
DATE. March 13, 200
Please review and comment on the attached revised site plan for the Senior Center prig to the
Board's March 2Y'meeting.
Thank you.
DSD:prk
1, A. PREPARED BY: GOLER d A AM
BOBALA ROAD,WEST 5PRINGFIE MA 01040, DATED:
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14 PROVIDE PROTECTIVE FENGING DURING ALL;PHASES cEjfrm
MALL A55URE THAT 5AFE AND ORDERLY TRAFFIC
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INSTRUCTION AND PROVIDE THE OWNER AND ARCHITECT
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(RIJGTION. APPROVAL OF THE PLAN 15 REQUIRED PRIOR r �._.�
IN THE PRO.IEGY. ► '- r' i FIRE. I.X"
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; BITUMINOUS PAVEMENT AND WALK5 IN THEIR
LIMITS SHOWN AND DISPOSE OF PROPERLY.
BITUMINOUS CURB IN ITS ENTIRETY AND 015P05E OF
DRAWINQ
TREE(S) IN THEIR ENTIRETY AND DISPOSE OF
OVE EXISTING TREE(S), BRUSH AND VEGETATION TO COMMONS
INE IN THEIR ENTIRETY AND DI5PO5E OF PROPERLY.
jE AND RELOCATE EXISTING HYDRANT, VALVES AND AND
ON SHEET C.3. CONTRACTOR TO REE5TABLI5H THE
THE HYDRANT OR OTHER PERMANENT LOCATION. DEMOLMON
' UTILITIE5 PER UTILITY COMPANY REQUIREMENTS R
LAN
IXTURE, POLE-5 AND FOU'KDATION5 TO BE REMOVED,,
ZETURNED TO OWNER.
TO BE REMOVED, SALVAGED`AND RETURNED TO
• GAR 5TOP IN IT5 ENTIRETY AND 015PO5E OF
TION'REMAINS AND FILL MATERIAL WITHIN THE
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M.emorandum
RECEIVED
To: Planning Board MAR 18 2008
C : Chief Robert Campbell PIANNIlks,11G,
t_ �.:.
0
From: Sgt. Diehard Nibs
Date: 03-18-08
Subject Devised Site Plan--Main Street—Agawam ,Senior Center
Lased upon the information provided, there would appear to be little negative
impact to pedestrian,bicycle, and/or motor vehicle traffic safety.. It should be noted
however that there are NO sidewalks on the west side of Main Street at the point of€ e
project,
* Comments have been confined to points of contact(where the private way meets the
public way). I will defer to the other departmental agencies regarding any comments on
the internal design ofthe building and parking areas.
Respectfully Submitted
Sgt. Richard Niles
Safety Officer
03/20/2008 14;58 FAX 4138210831 003/D13
TOWN OF AGA AM
M DepardnentofPublic Works
1000 Suffield Street • Agawam,MA 01001
Tel(413) 8210600 * Faa (413) a210631
Jahn P. Stone Superintendent
To: Planning Board • cans�e� vAr;wr C,owlM+-ion?
CC John Stone—D W Supt, File
From Engineering;
Date: March 20,2008
Subject: PW 276—Senior Center-954 Main Street
Per your request received March 14,2008,Engineering has reviewed the site plan entitled, "New Senior Center
for the Town of Agawam 954 Main Street, Agawam,MA 01001; Prepared by: Reinhardt Associates, 430 Main
Street,Agawam,MA; Hated: May 30,2007 (Revised: 3/5108)"and we have the following comments:
1. The revised plans do not reduce the grade of the proposed driveway enough,to provide two-way traffic
flow. According to a phone call with Reinhardt Associates,;the intention of the new design was to keep
the driveway one-way due to difficulties grading the site and safety issues for pedestrians. All signage
as it is currently proposed is appropriate for a one-way up hill driveway.
In January 2008, Engineering sketched out a rough layout that was given to Doug Goodman of
Reinhardt Associates. The layout reduced the maximum grade of the driveway to about 7.5%for the
upper section and 4.3D10 for the lower half(see attached). The currently proposed grades are
apprvximtstely 10.7%for the top half and a transition down to about 2.47% for the lower portion. As
mentioned in our memo dated August 2„d$2007:
The driveway located to the south of the building may prove to be hazardous, especially in the
winter. It is unlikely that the DPW will be able to properly maintain a 13%grade during icy
conditions. Frequent closures of this portion of the driveway may be necessary whenever winter
weather is expecred The truck manufacturerfor the DPW has informed us that the maximum
grade the large trucks can negotiate is 12%.It should be rioted that the DPW currently has
difficult►treadng Jumpier Ridge,give during whiter operations which has a grade of 10%.
Engineering's proposal of 7.5%and 4.3%for the upper half and lower half of the driveway respectively
would need to be adjusted to allow for a transition area between the two grades. Engineering would
only feel comfortable giving this driveway two way access if the maximum grade was to be 8.0%or
lower. However, other changes to signage, grades throughout the site,crosswalk delineation and the
removal of one or two parking spaces(to provide safe access to a crosswalk at the bottom of the hill for
people who park in the south western spaces of the lower parking area).would be required. It should be
noted that Engineering's sketch was very roughly done by hand and changing the grades to the above
mentioned configuration could result in some difficult grading along the southern parking lot and near
the sidewalk at the southwest comer of the building.
Regardless of the pitch,keeping the driveway one-way uphill would be a safer option for people
crossing the driveway. Even with an 8.0%slope, the stopping sight distance for a car traveling 15 mph
in wet conditions and a driver reaction time of2.5 seconds would be almost 1 Q0 feet.
Engineering defers the decision of making this driveway two-way or keeping the currently proposed
configuration to the Planning Board. Please note that during winter conditions,the current configuration
of the driveway may need to be closed down completely until adequate treatment can be performed.
03/20/2008 14:58 FAX 4138210631 Z 004/013
2 Engineering is currently working with Reinhardt Associates on analyzing the revised parking lot layout
and how that affects the stormwater system and calculations. It is anticipated that the current design will
meet all stormwater requirements due to the fact that the amount of impervious area was reduced by
more than 5,200 SF and the previously approved infiltration systems/dewntion ponds were not reduced
in capacity.
3 The dimension of the gored area located in the middle aisle of the large lower parking lot needs to be
changed from 4'-3"to T-3"
4. Engineering was notified by Frank Ma=i (Agawam Commission on Disabilities) that if the regular
parking spaces on a site are 9' wide, then the accessible spaces must be 9' wide. Engineering was
unable to locate this requirement in the ADA and AAB code.
5 Nee a final design is approved,Engineering would like a new complete set of plans which would
include all site work and construction details.
If you have any questions please do not hesitate to contact this division.
Sincerely,
Lllfll�"
Michael C. Chase,P.E.
Town Engineer
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To; Planning Board
From: Town of Agawam Commission on Disability
Subject;. Site Plan—Main Street—Agawam Senior Center [2]
Date: Thursday, March 20, 2008
We received the site plans for Main Street—Agawam Senior Center [2], on
Wednesday, March 19, 2008. We met with Douglas Goodman from Reinhardt
Association at our April 12, 2007 meeting, and he showed the plans for the new Senior
Center building and grounds. There was discussion about the number of handicap;parking
spaces being too law because it is a Senior Center and there will be a high number of
elderly and disabled patrons. It was recommended that they increase the number of
handicap parking spaces and that there beat least one"Van Only" handicap parking
space per entrance of each building. The prints for the inside of the two story building
were also reviewed and look great. The only recommendation was to have the elevator
doors off to the side instead of in the middle for easier access on a scooter.
We found The new set of prints didn't have anything of the inside of the
building, to show the recommended changes.
The number of handicap parking spaces doesn't fit this facility, only has 2 van
accessible spaces (side by side), the vehicle space is only 8 feet wide and needs to be at;
least 9 feet wide while the grid line/off load area can be a minimum of 8 feet. The
handicap parking for the other buildings (that are not up to code) are being used to try
and bring the HP number up for this facility, and this is not allowed, they are dedicated to
the building they are next too, and these spaces need to be brought up to code. There are
139 parking spaces, so there should at least be 14 Handicap parking spaces (521 CMR
23.2.4, 23.3.3). This facilities primary function is for the elderly and the disabled.
Henceforth we can not short change them on the handicap parking. If you go with the
smaller off load/gridlines (5 feet), you have now prevented individuals with wheelchairs
or scooters access to this facility. There is no just cause for a,facility of this type to go
with smaller HP spaces; they all should be of a van accessible size.
We noticed stairs for emergency egress, what about for those with ambulatory
issues?
The Fast side walkway doesn't show anything for accessibility, what is the length
and pitch, and turnaround? What is the function of this walkway?
What is the height of the overhang/Canopy for a Handicap Van and Ambulance<
clearance's
The cuff load area in front of the building (Main St. side)—wording says
"handicap ramp." A ramp requires handrails and require a minimum of 5 feet turning
radius at both bottom and top. If this is only a curb cut, then most often doesn't require
rails,,
We recommend that all the Handicap Parking be vehicle stall 9 feet wide, and
the offload/grid lines be a minimum of 8 feet wide(offload/gridlines can be shared and
also part of crossing safety areas), address the questions above, and report'back on which
elevator doter style they plan to go with, in accordance to Local, State,and Federal Codes.
Disability Commission
Frankie Mazzei
MEMO
TO: Engineening Dept., Police Dept., Fire Dept., ,ADA Commute
FROM: Planning Beard
SUBJECT; Revised Site Plan - Main Street-Agawam Senior Center
DATE; March 13, 2008
Please review and comment on the attached revised site playa for the Senior Center prior to the
Board's March 0" meeting.
Thank you.
DS : r
it
r
REINHARQT ASSOCIATES
architects a engineers interior designers • planners
March 112008
Planning Board
Town of Agawam
6 plain Street
Agawam!, Massachusetts 01001
RE Agawam Senior Center RAI Project No. 06-1906
954 Main Street, Agawam, MA
[dear Board Members:
In August 2007, the Board approved the Site Plans for the above referenced project. Enclosed,
for your review and approval, is an amendment to these Site Plans contained on stamped and
signed Plans CA through CA and L 1, revised March 5, 2008. The amendment includes a
reduction in parking area near the existing Community Building and an increase in parking area
both along the roadway between the Community Building and New Senior Center and the
parking areas south and southwest of the New Senior Center, One additional space; is gainedi
with this amendment. Grading changes to the driveway and areas noted above along with
appropriate additions and/or deletions to drainage structures were also made. No changes
were made to the stormwater management systems (exfiltration chambers or detention area).
Should you have any,;questions regarding the enclosed material, please do not hesitate to
contact our office at your convenience.
Sincerely,
REINHARDT ASSOCIATES, INC.
Ric Misias ,
Senior Civil Engin er
Ent.
cc. S. Dawson, Mayor
R. Theroux, Building Committee
D. Urbinati, Inspector (encl,)
A. Albro, CPM
C. Goodman, RAI
M. Hatchett, RAI
430 Main Street * Agawam, MA 1 1-1$c Tel. l 1 St 7$6-96 FAX (41 S) 786-8699
1 "
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0901&REIN A DT ASSOCIATES`
architects • engineers _ interior designers planners
December 31, 2007'
Planning Board
Town of Agawam
36 Main Street
Agawam, Massachusetts 01001
Attn: Deborah Dachos
RE Agawam Senior Center RAI Project No._05-1906
Dear Ms; Dachos'
We are in receipt of your letter dated '12124/07, regarding the rear portico and provide this
clarification. The rear entry portico covers only the concrete sidewalk that leads from the
Building Entrance to the edge of the concrete curb of the access driveway_ The portico roof
does not extend beyond the curb nor over the access drive. Therefore no emergency vehicles
pass underneath the rear portico.
Please call if you require additional information.
Sincerely,
REINHARDT ASSOCIATES, INC.
y-Ron Ha chett
Project Manager`
cc Mayor Elect Dawson
Stephen Martion — Fire Chief'
D. 'Goodman, RAI
-41'E('"3"E I V E D
JAN 4 3. 200$
RAW
430 Main Street • Agawam, MA 01001-1827' • Tel; I413] 786-9600 • FAX (413) 706-8699
}
s
Town of Ag' aw,am
,t 6 Main Street Agawam, Massachusetts 01001-183 7
Tel. 413-7 - Fax 413:-786-9927'
December 24, 2007
Doug Goodman
Reinhardt Associates, Inc.
430 Main Street
Agawam, MA 01001
Dear Mr. Goodman.
Attached please find a copy of a memo from the Agawam Fire Department dated .tune 11, 2007
which the Planning Department faxed to you on the same date in which they raised an issue
concerning the rear portico at the new Senior Center. It was our understanding that this issue had
been resolved.
Recently, the Planning Office has been advised that the rear Portico is still too lbw for an
ambulance. Please advise this office if this problem has been corrected..
Sincerely,
Deborah S. Daehos, Director'
Office of Planning and Community Development
cc; Mayor-Elect Dawson
Town Clerk
Planning Board
d
d d
Flo
AGAWAM FIRE DEPART ENT
80a_ IN STREET * AGAR' 10 TELEPi- ONE(413)'7 +6-0657FAX (4X3) 786-1241
e-mail afn icf a@a a . .uStephen M. Martin Chief of Department
dchael Mertadante Provisional Deputy Chief
Georglann Thompson Administrative Assistant
MEMORANDUM
TO Planning Board
FROM: Fire Chief Stephen M. Martin
DATE: June 11,200
Site Plan-Agawam Senior Center
The fire department has no objection to the site plan for the new Senior Center.
However, the plan for the building indicates two porticos, one in front and one in
rear. The portico in the front(Main Street) is twelve feet high, enough for an
ambulance to go underneath. The portico in the rear is only nine feet high ( our
ambulance is nine feet,four inches). Our ambulance would be farther away from
the building if needed in the rear.
Our ambulance can receive;a patient on either part of the building,, but the
portico offers protection from the elements and less travel time for the patient on
the stretcher a ro to to the ambulance.
Thank you very much,
W
Stephen M. Martin
Fire Chief ."
t
11/08/2007 15:21 FAX 4138210631 16002/004
TOWNOFAGAWAM
Department of Public Works
1000 Suffield Street - Agawam, MA 01001
Tel (413) 8210600 a Fox (413) 9210631
John P. Stone - Superintendent
To; Conservation Commission; Planning Board
CC: File
From: Engineering
Date: November 8,2007
Subject: PW 276—Senior Center—9S4 Main Street—Revised Sheets C.2,C-3,and CA
Per your request,Engineefing has reviewed the site plan entitled,"Agawam Senior Center—954 Main Street,
Agawam, MA 01001: Sheets C.2,C.3 and CA; Prepared by: Reinhardt Associates,430 Main Street,Agawam,
MA; Dated., May 30, 2007 (Revised 10-5-07)"and we approve the changes.
If you have any questions please do not hesitate to contact this division.
sincerely,
IWChave.E.il.T.
Michael C.
Interim To Engineer
REINHA DT ASSOCIATES
architects; . engineers « interior designers planners
November 5, 2007
Planning Board
Town of Agawam
6 Main Street
Agawam, Massachusetts 01001
Attn: Deborah Dachos
RE Agawam Senior Center RAI Project No. 05-1906
954 Main Street, Agawam, M1
Clear Ms. Ctachos
Can behalf of our Client we wish to withdraw, without prejudice, the submittal of an updated'
(revised 10/ /07) Site Grading Plan, CA for the above referenced project. 1f deemed
necessary, an updated plan or plans will be submitted in the future.
Should you have any questions, do not hesitate to contact our office at your convenience.
Sincerely,
REINHARDT ASSOCIATES, INC.
Richard T. M` is zel�, E.
Senior Civil n in er
cc D. Goodman, RAI
M. Hatchett, RAI
430 Main Street Agawam, MA 01001-18 ' • TeL (4181 786-S600 FAX (4131 86-8689
11/01/2007 14:34 FAX 4138210631 002/002
TOWN OF AGAW,�M
11, Department of Public or
fit 1000 Suffield Street - Agawam,MA 01001
Tel (413) 8210600 * Fax (413) 8210631
John P. Stone - Superintendent
Nim—ORANDUM
To: Planning Board
CC: File
From: Engineering
Date: November 1,2007
Subjects PW 276—Senior Center—954 Main Street—Revised Sheet CA
Per your request,Engineering has reviewed the site plan entitled, "Agawam Senior Center—954 Main Street,
Agave am.,MA01001: Sheet CA; Prepared by: Reinhardt Associates, 430 Main Street,Agawam,MA;Dated:
May 30,2007(Revised 10-5-07)"and we approve the changes.
If you have any questions please do not hesitate to contact this division.
Sincerely,
Michael-c. Chase, E.I.,T.
Interim To Engineer
s-A�76 w;ar cmtoVitc plaMmemej4Am
cov"k(
REINHARDT ASSOCIATES Letter of Transmittal
architects engineers interior designers planners
430 Main Street Agawam, MA 01001-1827'
Telephone: 413-786-9600 Facsimile: 413-786-8898 E-Mail; RAlagawam@aol.com
TO: BATE: 0-26-E7 PR0J.No. 0 -1"
Conservation Commission ATTN: Pamela Kerr, Principal Clerk
Town Offices
36 Main Street REF: Updated .Site Plans
Agawam, MA 01001 Agawam Senior Oenter
PLEASE NOTE
WE ARE SENDING YOU 0 Attached, 0 Under separate cover via US Mail the following Items:
Il Submittals or Shop Drawings El Prints 0 Contracts- 0 Samples 0 Specifications
0 Copy of Letter 13 Change Order 0 Other 0 Report
COPIES DATE NO.. DESCRIPTION ACTION
Signed and Stamped Plans C 2, C.3'and CA 2,3
3 101 t� revised i(115M
ACTION CORES-
1 For Approval 5 No Exceptions Taken S Resubmit copies for approval
7 For your use/review 6 Note Markings 10 Confirm
3 As Requested 7 Comments Attached 11 Prints Returned After Loan To Us
4 See Remarks Below 8 Rejected (SEE CORRESPONDING ACTION CODE ABOVE)
REMARKS.
As requested, attached are three (3)additional copies of the stamped and signed plans
noted above for the referenced project,
Call if you have any questions concerning this matter.
G.1l9O6kCiviRNOIkConComTmsmIO71026.doe
COPY TO: D. Goodman SIGNED:
M. Ntchett RicheTrT» MI Iaszek
File 1906
(if enclosures are not as noted kindly let us know at once.)
0
Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
Tel. 413-786-0400 Fax 411-786-9927
MEMO
T4 Engineering Department'
FROM: Planning Board
SUBJECT: Revised. Siti Plan R Agawam Senior Center
DATE October 18, 2007
Please review and comment on the attached Revised Sheet C4 of the Agawam Senior Center Site
Plan prior to the Board's November l meeting:
Thank you.
DSD: rk
- r
REINHARDT ASSOCIATES
architects - engineers - interior designers planners
October 5, 2007
Planning Board
Town of Agawam
36 Main Street
Agawam, Massachusetts 01001
Attn: Deborah Dachos
RE: Agawam Senior Center RAI Project No. 06-1906
954 Main Street, Agawam, MA
Dear Ms. Dachos:
Enclosed for your information and files is a stamped and signed copy of an updated (revised
10/5107) Site Grading Plan, CA for the above referenced project. The revision to the plan
includes grading changes to the driveway south of the New Senior Center to accomplish a 10%
requested by Town Officials.
Should you have any questions regarding the enclosed materials, please do not hesitate to
contact our office at your convenience.,
Sincerely, si-INC.
REINHAR ASS "�,IATE SjIN1
Richard T. Mis szek;, P.E.
Senior Civil E ineer
Encl.
cc: R, A. Cohen, Mayor
D. Goodman, RAI
M. Hatcheft, RAI
EU
OCT
430 Main Street Agawam, MA 01001-1827 Tel, (4131786-9600s FAX (4131786-8699
10/04/2007 14 :36 FAX 4138210 (j003/003
TOWNOFAGAWAM
Ift
vepartment ofPublic Works
'1 1000 Suffield Street ® Agawam, MA 01001
® Tel (413) 8210600 Fax (413) 8210631
John P. Stone a Superintendent?
MEMORANDUM
To Planning Board; Conservation Commission;
CC John Stone—DPW Supt.; File
From; Engineering
Date: October, 4,207
Subject: PW 276—Senior Centex—954 Main Street
Per your request, Engineering has reviewed the site plan entitled,"New Senior Center for the Town of Agawam
—954 Main Street,Agawam, MA 01001; Prepared by: Reinhardt Associates, 430 Main Street, Agawam,MA;;
Dated: May 30,2007(Revised August S,2007)"and they are ready for the Planning Board's signatures.
If you have any questions please do not hesitate to contact this division_
Sincerely,
Mehael:C. Chase, E.I_T.
Interim Town Engineer
ckpwV76 seniarcenteMica 91an1mcma 03.dvc
FA A
1;
Town of Aev-awam
Interoffice
To: Engineering Department
CC`
From: Planning Board
Date: 819107
Subject: Revised Site Plan - Senior Center
Please review the attached revised Site Plan for the Senior Center to be sure it is ready
for the Board's signatures at their September 6th meeting.
Thank you.
DS'D:prk
FROM THE DESK OF...
YOUR NAME
TITLE
TOWN OF AGAWAM
36 MAIN ST
AGAWAM,MA 01001'
Email address Mere
413-786-0400 X Extension
Fax:413-786-9927
0
REINHARDT ASSOCIATES ba-tter of Transmittal
architects engineers interior designers planners
430 Main Street Agawam,MA 01001-1827
Telephone: 413-786-9600 Facsimile. 413-786-8699 E-Mail: RAlagawam@aol.com
TO. DATE- 8-"7 PftOJ.No.: 05-1906
Agawam Planning Board AT TN: Dennis B. Hopkins,
Town of Agawam Chairman
36 Main Street
Agawam, MA 01001 REF: Final Site Plan Review Plans
Agawam Senior Center
PLEASE NOTE:
WE ARE SENDING YOU IM Attached 0 Under separate cover via US Mail the following items:
•Submittals or Shop Drawings 0 Prints 0 Contracts 0 Samples 0 Specifications
•Copy of Letter 0 Change Order 00ther 0 Report
COPIES DATE NO. DESCRIPTION ACTION
3 8/8/07 Shoots T. CA thru CA, LA, L.2, AA, A.2, AA, A.5 3
and E.9
ACTION CODES:
I For Approval 5 No Exceptions Talten 9 Resubmit copies for approval
2 For your use/review 6 Note Markings 10 Confirm
3 As Requested 7 Comments Attached 11 Prints Returned After Loan To Us
4 See Remarks Below 8 Rejected (SEE CORRESPONDING ACTION CODE ABOVE)
REMARKS:
As requested in your letter to Mayor Cohen, dated August 6, 2007, enclosed please find 3 sets of
stamped and signed plans for the above referenced project. The condition noted in your letter has
been incorporated and a final revision date placed on the plans.
G.,\1906WrojMngmnt\Corresp\PlanBrdTmsmtO7O8O9.doc
COPY TO: R.A. Cohen SIGNED:
R. Theroux L . Richard T, szek
D. Goodman EU Mr
M. Hatchett W
a
r"Ium-
File 1906 AUG L 37
AUG 0 9 2007
P I A.,
(if enclosures are riot as noted kindly let us know at once,) iR 0
!� F A
0 0
W%
. i�e d40
Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
h. Tel. 413-786-0400 Fax 413-786-9927
Il h+�`
August 6, 2007
�a• n
Mayor Richard A. Cohen'
36 Main Street �� �'m
Agawam,-MA 01001
3
n
Dear Mayor Cohen: Cn
ry r
Fpprlo%
At its duly called meeting'held on August 2, 2007, the Agawam Planning Board voted to
the Site Plan entitled: "Agawam Senior Center, Main Street, Agawam,MA" prepared by Reinhardt
Associates and dated May 30,2007 with the following condition:
• The northerly most curbcut off of Main Street is to be an entrance only. The
southerly curbcut is to be an exit only.. Both curbeuts are to be signed appropriately.
The driveway from Main Street to the rear of the building is to be one-way in a
easterly direction. An exit only sign is to be placed at its easterly end.
Three(3) copies of the approved plan are to be submitted to the Planning Board for its signatures.
Please note that the final revision date is to be placed on the plans. If you have any questions,please
do not hesitate to contact the Planning Office.
Sincerely,
Dennis B. Hopkins, Chairman
Agawam Planning Board
cc: Clerk
Dir., Senior Center
Reinhardt Associates-
Building
Engineering
J. Stone
File
REINHARDT ASSOCIATES Letter of Transmittal
architects engineers interior designers planners
430 Main Street Agawam, MA 01001.1627
Telephone: 41 -786- 600 Facsimile: 413- 8 -86 9 E-Mail: RAlagawam@aol.com
aol.com
TO: 1 1 TE 8-1-07 PROJ.NO. 05-1906
Planning Board ATTN: Deborah Dachos,
Fawn of Agawam Director, Planning & Conservation
6 Main StreetFIE'""WED
Agawam, MA 01`001 F: updated Site Main Approval Flans
AUG 0,-1 Z 07 Agawam Senior Center
PLEASE NOTE. PLANN U
WE ARE SENDING YOU ®Attached ❑Under separate cover via US Mail the following items:
•Submittals or shop Drawings lM Prints 0 Contracts 0 Samples CI specifications
•Copy of Letter 0 Change Order 130th r 0 Report
COPIES 'DATE NO. DESCRIPTION ACTION
3 1 01Q? Sheets T.1, AA, A. , A.4, A.5, CA thru C.4, L.1, L.2 ,3
and E.9
ACTION CODES:
1 For Approval 5 No Exceptions Taken 9 Resubmit _. files for approval
2 For your uselreview G Mote Markings 10 Confirm
3 As Requested 7 Comments Attached 11 Prints Returned After Loan To Us
4 See Remarks Below 8 Rejected (SEE CORRESPONDING ACTION CODE ABOVE)
REMARKS'.
Enclosed for Planning Board use and files are stamped and signed updated Site flan Approval
Drawings for the Agawam Senior Center. These plans reflect the resolution of Engineering
Department issues agreed upon by all parties at a meeting on July 25, 2007. Please dispose of any
and all previous plans as the enclosed are the most recent.
If you have any questions do not hesitate to contact our office. Thank you for your cooperation and
assistance in this (natter.
G.t't 9WroiMngmnt\Corresp\PlanBeardTmsmt07€}8tDl.doc
COPY'TO. Richard Theroux SIGNED:
D. Goodman Richard T. Mis' s ek
M. Hatchett
File 1906
if enclosures are not as rioted kindiy let us know at once.)
To Deborah Dachos, Dir. Planning and {Com. Dev.
From; Jahn P. Stone, Sept. DPW
Subj. Senior Center
Date: August 2, 2007'
The safety concerns expressed by the Engineering Division relative to steepgrade of the
proposed drive to the rear of the center would be mitigated by restrictions on the use of
and direction of travel on the drive and a one-way traffic pattern incorporating a separate
entrance and exit at Main Street,
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DESCRIPTION The bollard shall be cost aluminum
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be provided with an optical assembly consisting of a lens and
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donne top.
" .. t r... 3-1tD" MMRIALS The pollord and top shall be heavy-wall,
copper free,cast aluminum produced from certified ASTM
5&1 Ingot per ASTM 8179-95a or ASTM 826-95. The castings
shall be formed true to the pattern with complete detail. The
lens shall be acrylic and the reflector shall be anodized alumi-
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steel. Anchor bolts to be completely hot-dip galvanized,
CONSTRUCTION The bollard shall be made from a one-piece
casting. The optical assembly shall be secured to the base
with four tamper resistant set screws, All exposed welds shall
be ground smooth: All welding shall be per ANSIIAWS 012-90,
All welders shall be certified per Section$cif ANSIIA'WS D1.2-90.
DIMENSIONS The bollord shall be S'-I&in height with a 10,
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porcelain medium tease,with a copper alloy nickel plated
screw shell and center contact. The ballast shall be a core
and coil,high power factor,regulating type. The bollard shall
be UL listed and labeled as suitable for wet locations'.
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*WAMTOWN OF A
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel ( 13) 8210600 # Fax (413) 821063
John P. Stone • Superintendent'
MI M0 NDUM
To: Planning Board
ACC: John Stone--DPW Supt.; File
From: Engineering
Date: August 2, 2007
Subject: PW 27 -Senior Center 954 Main Street .
Per your request,Engineering has reviewed the site plan entitled, "New Senior enter for the Town of Agawam
954 Main Street, Agawam, MA 010 1; Prepared y. Reinhardt Associates;430 Main Street, .Agawam, MAI;
Dated: May 30, 2 07 (no new revision date listed)"and we have the following comments:
t. All comments from our memo dated July 12, 2007 have been addressed with the exception of comment
l; concerning the proposed driveway along the south of the building(see comment below).
2. The driveway located to the south of the building may prove to be hazardous, especially in the winter. It
is unlikely that the DPW will be able to properly maintain a l 3% grade during icy conditions. Frequent
closures of this portion of the driveway may be necessary whenever winter weather is expected. The
truck manufacturer for the DPW has informed us that the maximum grade the large trucks can negotiate
is 12%, It should be noted that the I)PW currently has difficulty treating Juniper Midge Drive during
winter operations which has a grade of l{I%.
Based on AASHTO standards, the stopping sight distance is of concern during less than ideal conditions.
Reaction Time Velocity I cniditians L Star tna Sight Distance Coefficient Grade
sec of Friction
2.5 5 WET 25:3 0.25 _0.13
2.5 10 WET 64Z* 0.26 -0.13
2.5 15 WET 117V 0.25 ,0.13,
2.5 5 DRY 21.5 0.40 -0.13
2.5 10 DRY 481* 0.40 -0,13'
2.5 15 DRY 82.$" 0.40 0,13
31 5 WET 32.7 6.25 -0.13.
3.5 10 WET 75,2` 0.25 -0.13
3.5' 15 WET 135.7' 0.25 0.13
3.5 5 DRY 28,8 0.40 -0,13
15 10 DRY 83A* 0.40 -0.13
15 15 DRY 10$.0` O.40 -0A3
AASHTO•standard reaelloa time is 2.5 see for typical drivers, This number can increase to as much as 3.5 seconds;.
'exceeds provided stopping sight distance of approximately+1-40 feet(for pedestrians crossing from lower parking area
Pedestrians who park at any ofthe spaces located in the southern downhill parking lot Will be crossing the
driveway at or near the base of the hill in order to renter the building(see attach plan). In the event that a car
is unable to stop,JiBement lay,prone to be quite dangerous.
If you have; qs please do not hesitate to contact this division:
Sincerely
{
J n G. lecker,,E.I.T. Michael C, Chase, E;l.T.
ivil Engineer l Interim Town Engineer
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07/12/200T i.1: 12 FAX 4138;M31 litOQ4/004
26. Ile'test pits were not performed exactly at the 3 proposed locadonS of the southern infiltration Systems.
Also,perk tests were not performed to get an infiltration rate at these locations, The infiltration rates
used in the stormwater calculations appear to be in line with published rates based on the soils
encountered(based an Rawls, 1982). It should be noted that changes to the design of the infiltration
system may,be required if any of the following occurs:
a- Soils are encountered that are hydraulically different than what was assumed in the stormwater
calculations.
b- A higher seasonal groundwater elevation is tricounterr-d. (seasonal high ground water elevation
must be a minimum I foot below the bottom of the infiltraLion system).
c: Any unsuitable soil is encountered and for any reason,it is not feasible to remove and replace it.
27. Engineering has not completed its review of the storrawater calculati,ons. However,we do have several
comments from our review so far:
a. Ile HydroCAD calculations for the proposed pipes are modeled using "reaches"';they should be
modeled using"ponds"modeled as zero storage manholes/catch basins with the pipe information
included as the outlet. Using a reach inaccurately models the stormwater flows when the pipes
backup or are submerged at either the inlet or outlet. Reaches may be used for open channels or
design points.
b. Engineering has received a hard copy of thcstormwater calculations. However, we have only
received the digital file for the pre-consttuction conditions (entire site) and the post construction
conditions for the front of the building.
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,
c.
6nf-.Z:l —
John G. Decker,E.I.T. Muhae].C. Chase, E.I.T.
Civil Engine er I Interim Town Engineer
x.*Vw�76 senior=ierUitr-pIanVm=_O IjInal.doc
REINHARDT ASSOCIATES
---architects • engineers interior designers planners
2007 121 Aug:
,lone 21,2007 j,�
f
Conservation Commission
Town of Agawam;
36 Main Street
Agawam, Massachusetts 01001.
Notice of Intent for Agawam Senior Center
954 Main Street,Agawam,MA
roxect�No.. 06-1906
Dear Commissioners:
On behalf+of the Town of Agawam, enclosed are an original and eight (8) copies of a Notice
of Intent 0 and supporting documents for the proposed development of a new Senior
Center in the Town of Agawam. The hl l describes the proposed work within the buffer
vane to a bordering vegetated wetland.
Both the N01 and supporting documents were:prepared in accordance with the regulations of
the Department of Environmental Protection promulgated with MOL Chapter, 1 1, Section
40.
Two copies of the complete submittal have been sent via certified mail (or hand delivery) to
the Western Regional Office of the Massachusetts Department of Environmental Protection,
One copy of the complete submittal has also been sent via certified mail to Natural Heritage
d Endangered Species Program at the division of Fisheries and Wildlife.
Should you have any questions regarding, the enclosed materials, please do not hesitate to
contact our office at your convenience.
Sincerely,
N T INC.
enior
Richard T, Mi aset,P.E.
S
Encl.
cc'. DEP-Western Regional Office, Wetlands Division(encl.)
Natural Heritage and Endangered Species Program (encl)
R. A. Cohen,Mayor
R.Theroux (encl)
D.Goodman
430 Main Sheet - Agawam, MA 01 O01.1 B27 ® TeL (4131 786-9600 FAX [41 ) 786-B699
1
AGAWAM FIRE IDEP T ENT a��+�n►
• 800 MAIN STREET • AGAWAM,MA 01001 4
TELEPHONE (413) 786-0657
FAX(413) 786-1241
e-mail afdchief@agawam.ma.us
Stephen M.Martin Chief of Department PIRE5
1hP't Michael Mereadante Provisional Deputy Chief'
Georgiann Thompson Administrative Assistant
MEMORANDUM
TO. Flanning.Board
FROM: Fire Chief Stephen M. Martin
DATE: June 11, 2007
RE: Site Plan-Agawam Senior Center
The fire department has no objection to the site plan for the new Senior Center.
However, the plan for the building indicates two porticos,one in front and one in
rear. The portico in the front(Main Street)is twelve feet high, enough for an
ambulance to go underneath. The portico in the rear is only nine feet high ( our
ambulance is nine feet,four inches). Our ambulance would be farther away from
the building if needed in the rear.
Our ambulance can receive a patient on either part of the building, but the
portico offers protection from the elements and less travel time for the patient on;
the stretcher enroute to the ambulance.
Thank you very much,
fN
Stephen . Martin
Fire Chief
05/18/2007 08:39 7868699 PAGE, 01
REINHARDT ASSOCIATES eiti&
architects engineers - interior designers - planners
INTEROFFICE MEMORANDUM
To File Date: Ma,
't 14, 2007
From: R. Misiasz File.* 05-1906
cc: D' Goodin 7
M. Hatchett
Re: - Meeting with Town Planner
Agawam Senior Center
On April 30, 20D7, a meeting was held between the Town Planner (Ms. Deborah
Dachos) and me to review and discuss plans for the Agawam Senior Center with
respect to Planning Board requirements. Plans reviewed were Original Conditions
(C.1), Site Layout (C.2), Site Grading (CA) and Building Elevations (AA and A.5).
Following are comments, suggestions or requirements from the above referenced
meeting:
1. Provide cuts of lighting fixtures. Make certain that the lights are shielded so that
the neighbors do not get any glare from the lighting.
2. Provide a Landscape Plan- Take extra care that the neighbors are shielded in
some way.
3. Provide plan(s) of elevations showing colors and textures of material.
4. Provide, and -show on plans, signage such as stop sign, do noL enter, one way,
etc. Stripping and possibly for coding (one way) of P.)ads should be
considered-
5. Check with Engineering regarding wording for handicap signage.
6. Debby was concerned about the brick walkways being slippery,
Past-lt^'Fax Note 7671 fte
,TO
photo Phame 0 ...........
Fax 0 Fox 0
430 Main Street a Agawam, MA 0100 1-1827 Tel. (413) 786-9600 o FA;K" (413) 786-9699
AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT
SITE PLAN REVIEW
REVIEWER: D. ®aches DATE: June 18, 2007
DATE RECEIVED: June 6, 2007 DISTRIBUTION DATE. .tune 8, 2007
PLANNING BOARD MEETING DATE: June 2l, 2007
APPLICANT INFORMATION
1. Name of Business: Agawam Senior Center
Address- 57 Wright Street, Agawam. MA 01001
2. Owner: Town of Agawam
Address: 36 Main Street, Agawam, MA 01001
Telephone: 786-0400 Fax: 786-9927
3. Engineer: Reinhardt Associates, Inc.
Address: 430 Main Street, Agawam, MA
Telephone: 786-9600 Fax: 786-8699
PLAN REVIEW
Scale: I" = 20' Date: 5/30/07
Title Block (Street Address, Applicant's Name. Address, Scale, Name of Preparer of
Plan): Address must be placed on the plan.
Description of Project: Proposed construction of a new two-story Senior Center. The
size of the building must be provided.
Site Plan Review
Page 2
Description of Site: The site is a 1.6 acre lot which formerly housed a funeral home.
The site slopes fairly steeply to the present Senior Center which abuts the property to the
west. There are no wetlands on the property, though the drainage system may outlet to
a wetland which is off the site.
Provision for Traffic Flow: The plan shows two curbcuts on to Main Street. The width
of these curbcuts must be shown on the plan. The northerly most cur cut is an entrance
only, the second to the south is two-way. The site also has two curbcuts into the
driveway around the present Senior Center. The width of these driveways must also be
shown on the plan. Since the traffic flow around the existing Senior Center is one-way in
a counter clockwise direction, signage and pavement parkings must be used to prevent
confusing from those exiting the site to the west.
Parking: The legend indicates that there are 135 parking spaces (116 regular and 21
handicapped accessible). These figures do not add up. The Parking Guidelines suggest I
parking space for 200 square feet of gross floor area. Without the square footage of the
building, a parking analysis can not be conducted.
Drainage: See Engineering comments.
Public Utilities: See Engineering comments.
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 treebelt shall be maintained in a safe and attractive condition
by the owner of the parcel." An opaque screen of either a continuation of the arborvitae
and/or a fence should be extended along both the north and south property lines where
they abut the residential properties,
Sign Location: Wall mounted sign. OX,
Exterior Lighting: Cut sheets and dimensions of the exterior lighting must be submitted.
The lighting must be shielded and directed so as not to shine on the adjacent residential
properties.
Rendering or Elevations: OX
Dumpster Location: OX
Other Comments or Concerns:
Pagge I of
Interact ive Map
t
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4
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6,18,;200
MEMO
TO Engineering Dept., Police Dept., Fire Dept., ADA Committee
FROM Planning Board
SUBJECT: Site Plan- Agawam 'Senior Center- Main Street
DATE: June S, 2007'
Please review and comment on the attached Site Plan for the Agawam Senior Center prior to the
:Board's June 21'meeting.
Thank you...
DSD:prl
AGAWAM PLANNING BOARD
Form D
Application fr Site Plan Approval
Please complete the following form and return it and 10 copies of the Site Plan to:
Agawam Building Department
36 Main Street
Agawam, MA 01 Oa 1
1. Name*of Business , Agawam Senior Center
Address 57 Wright, Street, Agawam, MA 01001
Telephone 41 -821-0604 Fax 413-789-4092
. Name of Applicant/owner- Frown of Agawame
Address 36 Main Street, Agawam, MA 01001.
Telephone 413-786-0400 Fax 413-786-9927',
. Name of Engineer/Architect Reinhardt Associates, Inc.
Address 430'ma n Street, Agawam, MA 01001
Telephone 413-786-9600 Fax. 413-786-8699
. Please give a brief description of the proposed project:
Erect a new 2-Story, wood framed ,and partial brick Veneer°
Senior Center Building-. M
VE a C
rn
JUN0ti2007 -,
Revised 8/14/03 pn
;t d
Y.
C
REINHARDT ASSOCIATES, INC. Letter of Transmittal
Architects Engineers Interior designers Planners
430 Main Street Agawam, MA 01001-1827
T: 413-786-9600 F: 413-786-8699
E-Mail: mail@reinhardtassoc.com
DATE 5/31107 PROD. NO 06-1906
To:
City of Agawam ATTN: Nick Urbanati
Office of Building Inspector
1000 Suffield Street REF: New Senior Center
Agawam,,MA 01001 Agawam, MA
PLEASE NOTE:
WE ARE SENDING YOU IM Attached 0 Under"separate cover: Eland Delivered
• Submittals I Shop Drawings ❑ Prints 0 Samples
• Copy of Letter ❑ Specifications 0 Other:;
Hants Delivered
COPIES' DATE NO. DESCRIPTION ACTION
10` 5/31107 Site Plan Drawings, Elevations, Color Rendering and Site 1
Lighting Catalog Cutes
ACTION CODES:
1 For Approval d For Review and Comment 7 Comments Attached
2 For your use 5' No Exceptions Taken 8 Rejected/Resubmit
3 As Requested 6' Note Markings, 9 See Remarks Below
REMARKS:;
c to
Attached are for Site Plan Approval , '
RECEIVEUsoft
Lo
JUN 0 b Z007 � a
PLAMNING BOARD F3
Cr rn
COPY'TO: SIGNED':
File My-Ron Hatchett Project Manager
(if enclosures are not as noted please notify us at once.)`
r
Dear Mr. Sealander,
As you will note, your e-mail concerning the lighting at the new Senior
Center has been forwarded to my office. The Site Plan approved by the
Planning Board contained a lighting contour plan which indicated that
little, if any, light should spill off of the site. I am also checking to
make sure that all the lighting is shielded. As soon as I obtain this
information;, I will provide it to you. The Planning Board has no
enforcement power. The Building inspector is responsible for enforcing
approved Site Plans. If what is in the field does not conform to the
approved plan, we will ask Mr. Urbinati to 'enforce the plan.
If you have any additional questions, please do not hesitate to contact me.
Deborah S. Dachos
From:Original Message-----
Frorn: Barbara Brizzolari
Sent: Wednesday, November 12, 2008 9: 02 AM
To: Deborah Dachos
Cc: ' sealandereric@comcast.net'
Subject: FW: Senior Centex
-----Original Message---
From: Barbara Brizzolari
Sent: Wednesday, November 12, 2008 8 :58 AM
To: 'ddachosgawawam.ma.us'
Cc; ' sealandereric@comcast.net'
Subject; FW: Senior Center
Hi Debbie., _Per Nick, I am forwarding you this citizen's request, due to the fact that
Planning approved the plan, 'therefore the lighting. Any questions, please
contact Rick
Sincerely,.
Barbara
----original Message---
From: sealanderericocomcast.net [`mailto:sealanderericacomeast.netI
Sent: Noonday, November 10, 2008 6:01 PM'
To: Barbara Brizzolari
Subject:: RE: Senior Center
Hi Barbara„
I just wanted to see where the lighting issue stands at the senior center?
Also, do you know if the lights will stay on all night or just a select few
that are on the perimeter.
I do still have a concern about the lights, especially since tonight< they
are on. once again very bright and no privacy. Please let me know when the
Certificate of occupancy is ;given or if it has been given already. I would
w
like to speak to the person to see what the codes or regulations are
addressing ,lights.
Thanks Again,
Eric Sealander
411-222 8303'
---------- --- Original message ----------------------
From: Barbara Brizzolari zBBrizzolari@agawam.ma..us>
s Dear Mr. Sealander,
• I showed Rick Bosini, our electrical inspector, your e-mail He said that
when
> it comes time to issue the Certificate of Occupancy he can address the
lighting
> issue at that time If you should have any other questions or concerns;,
please
do not hesitate to contact this office.
> Sincerely,
> Barbara Brizzolari
> -----Original message-----
> Fromi sealandereric@comcast.net [mailto:sealandereric@comcast.net]
> Sent: Wednesday„ October 01, 2008 547 AM
> To: Barbara Brizzolari
> ;Subject: RE: Senior Center
> <Barbara-,
>
> I noticed this morning that they turned the new Street Lamps on at the
senior
> center. How can that be to code? The lights shine brighter in my windows
then
> they do on the senior center. I woke up this morning and thought the sun
was
> out;. This is ridiculous. What 's the ;point; in having' 1, 000 lights in such a
small
> parking lot? Im very disappointed in the city that they 'feel such lights
are
> needed. these lights are brighter then the route 159 street lights. There
goes
> my privacy.
}
> Please let me know if there is anything the city can do to curtail the
lights
> used.
s
> Eric Sealander
> 413-222-8303
> --------- ---- original message ----------------------
> From: "Barbara Brizzolari" <bbrizzolari@agawam,ma.us>
> > Dear Mr. Sealander,
> > I am forwarding your e-mail to the engineering department. They are the
> > department that would be able to help you. If you need anything else,
> > please do not hesitate to contact this office.
> > Barbara Brizzolari
> > - ---Ori.ginal Message--
> > From: sealandererio@comcast.net (mailto:sealandereric@comcast.net)
> Sent. Wednesday, April 23, 2008 8: 14 PM
> To: Barbara Brizzolar
> > Subject Re: Senior Center
> > Thank You Barbara.
> Could you please enlighten me on if there will be a privacy fence on the
> > perimeter of the Senior center land? This would be very helpful to knew;
> > is there a plan that I could view for this project?
> > Thanks
> > Eric Sealander
> >
> > ---------- -- Original message ----------------------
> > From: "Barbara Brizzolari^ <bbriz olari@agawam.ma.us>
> > > ---original original Message
> > from: Barbara Brizzolari [mailto:bbrizzolari agawam.ma.us]
> > > Sent: Wednesday, April 23, 280E 9:37 AM
> > > To: bbrizzolaritagawam.ma.us
> > > Subject: RE: Citizen inquiry for the Agawam Inspection Services
> > > Dear Mr. Sealander,
a > > Nick Urbinati, the Building inspector, called Reinhart and associates,
who
> > > are the engineers for the Senior Center, regarding your concern and,
Myron
> > from their office said they are in the process of working on the dust
> > > control_ Hope this helps with the problem. If you do not see any
> > > .improvement this office suggests you call ;Reinhart directly.
> > > -.----Original message>----
> > > From: "bbrizzolari agawam.ma.us [mailto:bbrizzolari agawam.ma.usa
> > > Sent: Sunday, April. 20, 2008 9:10 PM
> >> > To: inspection—sys@aga,wam. a.0
> > > Subject: Citizen inquiry for the Agawam Inspection Services
> > > 'Name: Eric Sealander'
> > > Subject: New Senior Center
> > > Address: 970 main st-
> > > email: sealanderericscomcast>net
> > > Phone , 1-413-455-2928`
> > > Comments: I; just moved here last June after the New Senior Center was
> > > approved.I have a few concerns with the lack of Rust Control can the
site
> > > with the warmer weather arriving I am unable to open any windows due
the
> > the
> > > fairly constant dust swirling around with even: the slitest breeze I
hope
> > > there is something the contractor can do soon to keep the dust under
> > > control, the other concern is if there will be a privacy fence erected
> > > something other than a chainlink fence the reason for my concern is
during
a
r
> > > the day and the; evening hrs. I anticipate there will be some fairly
large
> > > volume's of people and Automobile 's leaving and arriving at the center
I
> > > would like to maintain some sense of primacy while 'I am home or in my
s > > yard.The parking lot lighting is also an issue I assume there will be
> > lights
> > > on all night and a police presance patroling the lot at night and I
would
> > > rather not have headlights protruding through my windows of my home; I
know
> > > these are late in coming to you but could someone please take this
s_ > concerns
> > into consideration and contact me with any plans the Town my have to
> address
> > these problem's Thank you Eric sealander
> > > -----
> > > Sent from I'P Address; 68 .118.23>9.91
> > > Date/Time: 4/20/2008 ;9:09 PM
>
11/13/2000 12:25 14137968699 REINHARDT ASSOCIATES
PAGE 81/17
REINHAROT ASSOCIATES ev#-A
architects 0 engineers - interior designers planners
FACSIMILE TRANSMITTAL COVER SHEET
No. Pages (Inct. cover): 17 Date: November 13, 2008
To., Deborah Dachos, DireGtor
Company: Office of Planningf& Community Devellooment
Address: Agawam, MA
Fax Phone No.: 413786-9927 Voice:
Sent By: My-Ron Hafthett
Project Name: New Senior Center
Location: Agawam, MA Project No.: 05-1906
Remarks:
Debbie
'Please receive the catalog cuts for the exterior light fixtures, as requested.
My-Ron
The documents accompanying this facsimile transmission contain information from Reinhardt Associates, Inc.which
may be confidential and/or privileged. The information is Intended to be for the use of the individual or entity named
above. If you are not the Intended recipient, be aware that any disclosure, copying,distribution or use of the contents
of this information is prohibited. if you have received this facsimile in error, pleaso notify us by telephone
immediately, Thank you.
430 MAIN STREET AGAWAM, MA 01001-1827
TEE 413-786-9600 10 FAX 413-786-8699 * EMAIL: mhatchatt@rolnhardtassoc.com
11/13/2608 12.28 14137868699 REINHARDT ASSOCIATES PACE 02/17
CENTER
TYPE c r4 s+Y
PART: 15 MCG A R3 920 ANBK HS
DES RIM
,The hexog nal shaped lurminalre shall
consist of a lumincalre base wfth an
,integral ballast housing,a*-sided ions
frame,a one-pleoe leas.a hexagonal
,shaped roof,and ca tinlol assembly.
� Itat�.S
Fixture dimensions shall be cis det fled an
back page.
LAAV.RjAU
The>lu nInalre base, ballast housing, frame
assembly,roof, and flnial tiholl be heavy
wall, capper free,cast aluminum pro-
duced from certified ASTM 366.1 Ingcat per
ASTM 8-17 -95A or ASTM B26-95,formed
true to the pattern with complete dle all
The Ions shall be clear or white, In ocrync
or polycarbonote. Internal refractors shall
be borosliicate glass and reflectors shalt
be polished calumInum. All hardware shall
be stcalrlless steel, All exterior hardware
shall be tamper resistant,
MAJ O
The lumInalhe shall mount on a 3"0, ;
x 3*tenon with six 1140 dia. socket set'
screws. The ballast and socked'assembly
shall be d with a quick disconnect
plug and mount on a removable boIlW
plate. The ballast plate shall be removed'
r,
by loosening a thumb screw.
For finish specMcartlons and color options
see"Finish"section In ccaldog;
,i l„r CaUWZ
wminalres shall be furnished with an KID.
.
ballast and socket assembly, Luminolre
shall be UL listed and labeled as suitable
_ for wet locotlons. Sockets sh oli be glazed
por eaiain. mogul or medlum base, with a
capper alloy nickel plated screw 31holl and
center ccantoct. Ballast shag be core and
crane high power factor,regulating type.
Upon request manufacturer shall certify
the use of 356.1 ingot alloy, Upon request,
manufacturer shall supply GL Meg and
listing Information.
Set U
Ph(51 477 +J-Fox 14 977-0622
L-2^9
11/13/2008 12:25 14137866699
REINHARDT ASSOCIATES PAGE 03/17
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111I J20 12:25 141 786 REINHARDT ASSOCIATES PAGE 04/17
JOB: AGAWAM SENIOR CENTER
1MYEE CA4 PCB'
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extruded shafts _, 12" oct, base
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Tb oondthon. xu hatdwato shol be tamper reMlant stdtalosc xleel. Anchor A groundIng screw dhcrn be orovIded hdt*tho baso aeceYstbte from
looks tt�loo romplet*hot.dilD acilvrsnud one door,
A0t4==W The thaft stacatl be doijbio woksed to the base,cxwkv For fhM SpOCIftations and odiar opTiorn,too-R bh'eactdon fn cotcrlm
a and a,!pped cis ono ploce for moxImurn Mmtwcl lniegrNy. Ttao rhatt
htial M circurr"romtlolly warded)ImIde the bare cos'ling at the top of the
aicce.;•doom,cnd+extwnceY where the shaft s4%to baaa. An expmd 131.2 AD wrpHom sha be cortltle d per Socli n,5 tal`a�011A rD1.2M, ANTIQUE
Street LaMps
2011.p aru,rr+ndtx,YCr Ln,•A+ nc zd�1s�P't��P77-saga•tear(512t 9TT•tdb%+X
Phi-21
11/13/2009 12:25 14137968699 REINHARDT ASSOCIATES PAGE 05/17
CENTURY OAK Series QEDERING INFORMATION
ChO0413 ftWbWd1aC# r"di mdAta ItCast Aluminum Posts an the appmpOcts(m,
EXOMple; PX C012 12 S4 ANBK Opffont
5
IPXCO12 14 F4 ANBK HAFT DLPES F,W I W 3
10 ANDO LXFKarrre
Pool,Cost AJumftrm w 12 ANDG Dan(Groon
E)ftdgd Shaft G= ANVG votdo Green
S4 95 C Rv OAX 162 AMPP F*m Pdrftd
440�mooth CM Cuftrn Mdtch
190 vnoolh CS Cworn Soled
Cot=
$haft Type opfions
S4 Snux1h 410 RacWactnx
banmi Atmo
Flogpolo lioftn
F5 FL40d.70 Cwtom Lcqos
(me slim *&AccemLm
vction to". cotolag or con.
310.0,x rklahTenw toct AnIque StVW.WrFm)
NCYTFS
I fwhotftrw wows=4 ar Tj(cm M Shaft&pc
AN—CHOR6GE OQUIDE
Post HalMt
Door
Opening
601ML Oponing
7'x-1 H.
Door 0pqn1nq for Door
Anchomoo end OpanIng
WldngAccw3 111 Div,
(2 porposf) acit cirde
6V
9 CNCL panho
wGaNantmed It Div
L4ype AnchorBolts
(4 per PW)
11/13/2008 12: 5 14137868699 REINHARDT ASSOCIATES PAGE< 06117
JOB- AGAWAM SENIOR CENTER
U It PART: KW35 150S MOG ACS GR3 120 ANB
=0
pl�sc IpTlor
The hexagonal shaped tuminaire shall
consist of as luminralre base with an
Integral ballast housing,a six-sidod lens
fro", a one-piece lens, a hexagonal
r shaped root and a fintol assembly.
C► 3UI�tS
Fixture dimensions shall be as detailed on
back page:
r
fhe-tuminallre base, bollost housing.frame
assembly;root, and finlal shall be heavy
i woolly copper free, cast aluminum pro-
duced from cartilled ASTM 35&1 Ingot per
A 1'M ii-179-95A or'ASTM B26-95,formed'
" „�" '" true to the pattern with complete detail.
The lams shall be clear or white.In acrylic
or polycorbonate Internal refractors shall
be boresiliccate gi=and reflectors shag
be polished aluminum. Al hardware shall
be stainless steel. Ali exterior hardware
sholt be tamper resistant,
�xauA»c��y
The luminalre shall mount on a 9"0.0.
x 311 tenon wtth six 1 14°diaa.socket set
screws. The ballast and socket assembly
sholl be furnlshed a quick disconnect
plug and mount on as removable ballast
plate. The ballast Palate shall be removed
Iby loosening a thumb screw.
For finish specifications and color optlons
see"finish" section In catalog;
WTU�RC
Luminaires shall be furnished with an 1-11.11),
I bollost and socket assembly. LumInalre'
shall be UL listed and labeled gas sultaable
for wet locations, Sockets;shall be glazed
1tW35 porcelain, mogul car medium base,with a
copper alloy nickel plated screw shell and
center contact. Ballast shall be dare and
call,hlgh.power foctm regulating
COMFIQAT-1014
Upon request,manufacturer shall:cG
the use of 3561 Ingot alloy. Upon request
manufacturer shall-supply;UL fllefl and
listing Information,
AN!-!Q-U-.E-
. 2311$VJ, i19.•A1,�ih 87b8
rti(51Z 477' -F*((6lZ 5+",9
11/13/2008 12:25 14137868699
REINHARDT ASSOCIATES PAGE 07/17
KW35 Lun-dwires
Chhrlrry A A "
A
X149h Gbk *1mh Low
Retractor
MI?h
K rw
W35 AWS l(w3s GC 3S G*S KW35 LDRS
Cd,,'Aktrh,mm FMI-------:o—
Pernovabb" OptbnolDocom"Rotted 01D*nC1I%ftCtQ1 OpflorKA Low
HoMoonal ft M of� G Chrnnay or GRS) B(Qhftm
whh Brow Ho dor(QC) Pollomfor(MRS)
(VAhmadkirn datasockot
or*.avc1abla la,160 watb)
0or*eWd.0r4 P"ce
C' Z 0 A,=ry%c4."Hi.4=vogorw31
Wdkrn Dame SocW
Hoxagordkcrnq, Cfvn"d bvbo*mnkvom*mivmb sa#-OJ
W.D.Ook)-vt Compowt
Cwt Al"htzn
Lurninbh Base sand
DOW tioushg Cpftnal Photo Electdc
Cat Rutton Type(PEA)
(6)1/4"$ocknt SntScrow;
4-o--t-4
3"0,0,xXhTonnn
019DERING INFORMATION Example: KW35 76H Mfg)ACS GRS 120 ANSK PEDI
�-—fta 092!29 MOVAQW 2W It be gpoqRdoft Jrw
KW15- 150S MOM ACS GR3 120 ANECK
M-
Tort-931 D 0 P-fton—s
W.D.banatr it gockpt
5014 MED W wait MeIrCtly WOOF wank)I"n v
GC Decorallva ak=.CNmnov
MED 7L%w*M"cwvcpor VYL tjs
16iff MOG too wait mirmy vamp b13 240 AtOG 001kc-"A' FIE111 Rx0o,*!*0rcC*l". *nIWv
175H MOM I Z waft Me LERS Low Mehl,POfio,TyPt v 277 ANVG %toda amol PED2 PhrA,41oankC*1,txjftnZ61&=v
I A=*M I ANPF "mPdr0ed
50M,MED $o Woo Me 347 SF shale Aema
Yom MEN
vwUltmetamHOWS LOM Mate" 4801 CM 0auvrimakh DF Dot"q Anho
CS 4Q*-
10M MED 100 urotf MMd Heide Tal LJ�kd
ISOM MIS ISO waft Metal Hdc4 JZCS AoyP- Sb)ft4i
Ij$M MOO F1.5 YoNcamaro",%joar W"orn NOTT& Ab
3SS MED 39w*KdhPRmft&d^ AWS Acryhr.VOWS SMOCYn :7C&#&4 2: 21 un SOS WD 50Wa1tt"N"3Xk" PM PoNce't"NX Whft&Wdh 2. �#W=W in Cara*
703 MED 70wa�*Kft*jv3o*jm
LAR o -tagmR
L-30
11✓13✓ 009 12:25 14137868699 REINHARDT ASSOCIATES PASS 08✓1 '
JOB. AGA1 AM SENIOR CENTER
TYPE OA3 P
Cast Aluminum Posts PART,- PX GO12 14 F4 AE3I8 3T3 ANBK
extruded shams 12" oct. base
c`
X 001212 �wft FX C01212 6tft C0T212 F4 "rh PXCD1212 FS W
0110'>12;141 10d12;1 :1d= 4:101Z14* 10,12',ta;ref
PCIC , cN1
MC IA The Vahtbtl;pd;t:hc11 be all oxffwvjm ane-piece MCMM Th-)poxt nhol bo 2r- "In heo,vAllh a 12"Odolgonal
coto.mnfl n.with a low Arofg+2 octagonal dogigm Ttrp fttl stral base. Tr*shall dalfhOtOr d1oll be ,(soc bOck pq14)At ttae top of
be (ir>r d Moff opflam Ram back pctpo) Tho post shall bo the pea t.an inteptol 3"0.0.x e tenon with o trar Monal donut shag be
AMWuo Sheet lasmps'cotcho ournbar PX 0012 provided for Iumm Ire mounnth`+ta.
The bdis shag be hmw w+at coppox free.cast alu post shag be provided with four hot-lip o ed
produced from certttlod X51M 35&1 haot per ASTM 8.179.95a or++ATM l�lype anchor bolts to be Marlecl on an 8"dlarnoter rsolt clrob. Two
626-95 Tho be � arts 1 tornpared to a doors stall be prWded as 1ho bole for anohoroge oral wfil occo1
16 kart, At ha ` +a shag bit t r tss s'tolh1 A di shag be d Ins de tho bawl o le frorim-
halts to bo oompletaN hot-dp'golvanlzod; one door.,
CPktu8W.=N Tl*;t o zttolbodoublowaidedtomobamco:mv For FrAh qwellctMom and cokrr oplions,see'aft .marjon an ccstaaloo.
r mid shIppod rr*one piece tot m stnaclural Integrily; The shaft
sh*9 be c1rcumforor0laDy wek4od Intlde the boss ccaHnp cot tm top of the
0cm,4 Boob,cW mdomd)ywhams"Owit eat ttaa bcuw At wpoited
welds below 8°:hoi be ground itmooth. All wreldlty mail be per ANWAW5 �1
DI1.90. rig weeldvir ftll he certlllod per Saclron S of gr+ AWS 01 -40. � 1 + jt�"r r1:'t LaMDS
11.o W rp bi-AWin,its 7E158•�2}rrTt-114d i?i 4T7.
PA-21
11/13/2008 12:25 14137868G99
REINHARDT ASSOCIATES PAGE 09/17
CENTURY OAK Sefies ORDERING INFORMATIQN,
Chao-wha Wftcvk cah*a nww%datwe lhaf bciO sulli youf norsdr and%we ft
Cast Mumint=Posts 1 .
Example: VX C012 12 54 ANBK Cipllom
HAFT TYPES 14 F4 ANBK
Pwt Series-
5 ANBK ,Bk3ek
10 ANDIS L"Cox
Potts Cal. Alkwrillnum AMDG NarkGmen
Extruded Shaft 12 ANVG Vatcla ran
34 WO 1 A PM*Pdmfud
4.0 Smooth OUR
OAK NPP Cm Custom match
S*O Irmom I?bcw CS afg=mlect
Sh Option
Sd $ffloottl�o Rocoptoolem
banner Aram®
Roapdo"oklam
F4 F5 FS BJWM Cudom Logos
4*0 Mad &0"ad SJamaj;q
(100%Mgg&ACCOZofti'
viivMon h lho catalog or oora
XO,0.x 31 Myth Tenem. tWt ArdkM 31TTM tanpQ
IW'*VA NPOCMMOOM and COWOOOM met Robb MCNOA In CQroba or
=149 V.=Vrm or TA ft y m Si oft rvvw�
MGHOR—AGE QUIDS
Post H4)]Qht
Door
Opening
56BI
W?Djo.
Open(ng
17
r v 4r k
Dow Oponlhg for Door
AnchomW qnd Opening—/
WidngAccess
(2 per posl)
6110
Opening
56111
or
Ir Dia
Rot CirCla
--tqL-
11T02loct.)
Hot Dip GdvcHzed
L-typo Anchor Bolts
(4 per Post)
=1441br"N4"'4URA"U'vv�TYLIV25-$�PhOIV M4W IZ 077-%u
PA-?
11/13/2009 12:25 141 7868699 REINHARDT ASSOCIATES PACE 10117
JOB: AGAWAM SENIOR CENTER
TYPE: OA
' 3 Lu PART: KW35 150S M G ACS GR5 120 ANB1"
ALS-023PIN
Thq hexagonal shaped luminaire shah
consist of a luminalre base with an
Integral ballast housing, a slx-sled lens
"frame. a o ece lee a hexagonal
'shaped)roof, and a finial assembly,
Fbrl`a.are dimensions shall be as detailed on
book page.
MA —S
The lumIn alre bcise, ballast housing, frame
assembly,roof, and finial shall be heavy
wall, copper free,cast aluminum pro-
duced from certified AaTM 366.1 Ingot per
AM 8-179-95A or ASTM 02 95,formed
". true to the pattern with corroleto dotall.
The lens shop be clear orwhlte. In acrylic
or'polycorbonate, Internal refractors shall
be boroslilccate glass and reflectors shall
be polished aluminum, All hardware shall
be'stainless steel.: All exterior hardware
shall be tamper resistant,
jVSTAI
The luminalro shall mount on a 3"O.D.
x 1'tenon w"six 1/4""dia.socket set
screws, The ballast and'socketassembly
shall be furnished with c quack disconnect'
plu and mount on a removable'bollost'
pla e, The ballast plate shall be removed
l by loosening a thumb screw,
EI,NJ_`t
For finish spectficotions and color options
see)"Finish"section In catalog.
Luminaires shall be fumished with on KID,
ballast and socket o3sembly. Lurnlnolre
shall be UL listed and labeled as sultoble
for wet locofflons, 5oclteft shoill be glazed
porcelain, mogul or medium base, with a
KW35 copper alloy nickel plated screw shell and
center contact. Ballast shall be core and
call, high power factor, regulating type.
.Q181IFI nOL
Upon request, manufacturer shall cerflfy
the use of 3561 Ingot alloy. Upon request
monLdacturershall,supply UL f11e# and
listing Information.
r
QUE
Street a; s
6 2:allK[# ar�
Fh OZ 17)V7-OW-r%t61�)477.% '
t•
11/13/2008 12:25 141 7868699 REINHARDT ASSOCIATES
PAGE 11/17
KW35L=inaires
lh wlh G10% vAlh Low
rr R�,b t hMn
V
w
KrW3SAWS { IM35 t RS KW35 LDRS
Cost AUnhm"f—
castAtinhon,abb
IR C atlarralLraw
+,lmava�Ia, Cp'�a '�Cw<i �+l�lff G>ptbl�alr: tcsr .
Hemoannl poof MMS CWnvlr (W or GR5) r Frtne�r
9m viHoJd#r(60 1laliach T(tllRs)
(wlh rnedk m bass joekea
onrva crvalubla to I go warts)
Cvmkoftd,C4vw Place
ncgft.Howtaeonol Lure
5 r
Rarr:nk7hltieo�urar r + 1 { � �
�iCO;rrA Sa�kdt �� 1
HescQo J Fm rrs CCml Akrrrrtn,rn 6010rt Plato dernas+ d Iar 1 a nrting oe+a rhumka Sty sw
HJ.D.Eloknt Component
Ca.t Akmth on,
LLlnlxf o Bawd am
imt Hi3l l —: --t pOonolPhoto EkscY=
Cell BuftnTwo( B)
(6)1/4"Soc kot Sot Scteww Jek DhcOnrtecl pMug',
0— #r-- 1 -
3'0.0.w3'h79 n a
ORDERING INFORMATION ATIO Examlw KW3S 7SH N ED ACs rus 120 AMOK YEB 1
of a
150E MOO ACS GR5 120 ANBK
Setic c7r r lDlstrllt�1llrs VcMIIla3�tl C7�7ttdR4
H.l,d7.oallao A mocleol
XW35 50H MW IaRrrrexrvv5por ,Q
_ GC OocoralNe irnr#ilrm=ry
75H MED as rrWr-, " s 1 Dam erarrra W Mm"side ftel a
100H Moe 1a0 vtdt mmmUTv xtvor GR3 akm rea hoc raa ram"n 24D AlOG DoOk Oreen pE51 vhd"#j.crft can tan 12av
175H MOG 17,5-alimemp0epor LBt15 Law erlghr R4a tie v 277 AN G (Preen PE112 �*, "buftm 2D6 1lpmzr1v
SOM MW IDWMM*f 1"o 5tltr St FW
711M MED zrl .attMeta wrlde oroyd
Lens Mad dca CS arnS2c DP6ou>�Fkzft
1
175M1 Mr~1C l l"S mall Mgf a1 Hamao rk-),mfeccm0roarip,UKN31.moa �j,Wu(s-k v 9a1�s�1(l,2LE2001AL217v)and 48N Fbf'4.,a* ,u under
MW Z*.Ul4:0S l� AWS r►a1-,whtta 1rroalh 70l,)woe low confad AA for
SOS MED 93r.cdlHah nmlm,VAft lemoth 2 For arrd ogre~wcftm,fa
70S MW eX)VAMMk*F vMSoriM
ME M1fJ€� 1�5wd1 Sardl"tn
42wriffcompariwmicem
7mr.0� dn�ar�n�a � �r
L- ?
11/13/2008 12:25 14137868699
REINHARDT ASSOCIATES PAGE 12/17
JOB.- AGAWAM SENIOR CENTER
TYPE: OA5 PO
Cast Aluminum Posts PART, PX GOI 2 14 E4 A83/8 3T3 ANBP
extruded shafts 1210 act. base
Fi. 1247
PXC01212SdA*h FXC01212$S9r%fth PXCO1212FA&OA PX0D1212F5*ft
4*db,onoofhpsaff W dta. 'Maft e da 0,1W dol 61da mitedshop
)0"12�.14,16
aP
Q_NS__EQ(EKAR
MCMMN The Oring poe shof be off ceirrilnum omo-Place, MWIMM R%POO$hall be 2r-,W In holght V&h 0 12'OCTagonO
comchuellon,vAlh o3 Yw prorlo octagonal base do*p. The*=ft shafi tram. Tho Shaft dernalar ZhO3 be 4W.60e backpcqn) At the top of
be--aval'&W q>fiions ftorn boc_k page)The pot shall to the pod an Intogral 3'0.1),x S'tonom with a trarottlaro donut.-hall be
Anll4le Street Ldmp:'catakV number PX C01 2&Vf ADZ provided for krKnwo murftV
MOMO The b014 shaft be.hoovv wall..Copper ftm OaSt OffninUrn PtUNJAUM The post CKA be pro wlih fow.hakilp gahvmtsd
produced from caMflad ASTM 356,1 Inoot per ASTM El-179-960 or ASTM L-tyloa anchor balls to be Installed on M 811 Oameter ball circio. Two
8264S. 'The shaft shaff be exhldod ahmhm 6061 alloy,fornpered to a cloom be ptoWecl fn the btue,for iorchorage and wMV accez
16 conditlon, AN hardwaro shdi bo tornlow ro4vtont.,ldn"Oval, Anchor A amundIngscrow shall be provfdad Wdo the brio accor*l*from
boh to be cormAntely hot-ft 0alV0Vxa or*door.
JZQYSTRtt The theft,hclll be double welded to ft"o cam,*V For Onlihipeciftarlons and color optiont,*o'PrAsh"soeon in cotwop,
and ftpad cr.om#,t place for rnoxhum ftxturd Inte0ty. The ihcft
shaft bo circuw4orontlally woMd Wde the lodie cmfing at the top of the
occau doom am ey"nolly vvhem the"FA*b the base. At awowd
worm,b*w a-ftj bo,®sound smooth, All waldlng shcill be per ANSUAM
01740. 04 violdim thou bo ver"ad per Section 6 of ANSVAWS 01.2-40, ANTIOUE Street Lamps
PA-21
11/1.3/2008 12:29 14137868699 REINHARDT ASSOCIATES PAGE 13/17
CENTURY OAK Series QRJt4Q I—NFORMATION
Ctoo"11�0 baMcc OWdon nM9ndahM IWIMNIXAre r"neodd andwdtv It
Cast Alummum Posts on re aporoOah!�DER kwL
Example.- PX C072 12 SA ANSK OP&MU
5
2 14 F4 AN8K HAS DMS F- ! I
Nor
Fln1sW
10 ANDO LWX
I'MrA"num% ANDG Dcrk Green
haft ANVO VerclO G108M
EO dS 12
marath
CEN7URY ANPP P-h*Pdftd
-TO t"01h 12'beco 16' CM Curtorn March
CS Cudorm selact
PA1."ANt
cans
Shc*bMe I
S4 Srnoft,?O
10 ftftMar Arms
ILA Roapals Howon
FA FS F5 ALVWTO Custom Logo
IfOAM VO Aftd $1011aw
mdfoA IM fho C0tCbQ Or CM-
3"0,D,x 7 High Temon t=Atft"SIMet Lorrp)
Norm.
1« wo" a tlofq and*albe aptbm,,wa FWA poc*n h om'Wov cw
,2, 16'Advht not Qvalabp =k,M(my--M MW?W,
AN-C-HORAQE QU ME
Pit Haight Doot
Opening
Opening
12,
7'x 41 H,
DoorOponfnafor Door
Anchonge,ond Opening
MROnglAccez
(2 per post) wt circle
610
Ope
CL
Opening
nIng
),Door ning
V E)IcL
1 IT ct.)
Hot Dip GdvcrJwd
L-type Anchor8oh
A- W (4 por Post)
e m
=141 W MP40M in•AteA V 10M "IZ M-M"-f 2)9
PA-22
12:25 14137868699 R INFiARDT ASSOCIATES
M
"
e
• ' .--�.nfr4,,�`;�. .,y„x rle+�E _€o" 'A"
w
COMPad RUMkent
6r ;
71STR�
�4. p
Gdden
' r~a mr- 8 # G t a` iB ,91 t
R 71S* 1 fn 2GW CF f�`i : 11 s ,16w�1f� 11�71>d 6 518
Sodor
Trlpte t kr
w` pa
� r
•
Etched wMer glass m In place premed
. e.
aM, - Upfp 910W through wP 9185S 4 pin GX24q-3 met
Hand pakited golden baroque(.50)or . 12Cv NPf electronic ballast
gkied Iron(-71),fW*hes tin,t aw i9 start down to 0 degrees F
Afun0num mnstructionri I egn o photocell hm unit off during
Matching pm top lantem &Ytifm
- aa
ul-CUL wet lotgon fisted
4
rru; wall momt
4"octagaml millet box
n
Fmgrmu 1i.000g
e Box 5704
Spartanburg,Sourn Carolhm
20 -5704 itov.61t17
++w++w.proresslightpng,tam
y
11/13/2008 12:25 14137868699 REINHARDT ASSOCIATES PACE 15/17
JOB AGAWAM SENIOR CENTER
WA VELA ND TYPE: OE
PART: VU1150`
b`
C M.
'BACK WEW rop VIEW,
el4r2
i'
r-•.,
FRt3lY7 VIf±VV :1'tfbE'WEW
r
"Bronze Ole-Cast Aluminum Housing
'Clear Tempered Glass Lens
ETL Listed Wet Location
"Lamp Included
Elndmd Pl!Lduct Lamping
VVv0V (1)5DW HP-5 WV10aMH-MTH (1)100w MH'
WUZ75MH-MTH (1) 175w MW
"100 (1)100w HPS' MIME (1)26w TBX-
WV150 (1) 150w HPS VW132XE (1)32w TEX
VW50MH4VITH (1)50w MH" VW142XE (1)42w Tax
VW70MH-MTH (1)70w MH' WV157XE (1)57w TBX=
P= ,
F'actonIInstalled 018lons Eleld"Instat(e$Acceseorles Part No:
MT Mufti Tap Remote Mount BaBatWry
HPF High Power Factor i' -26w-42w Electronic 13005
PCL Photocell
TIP Tamper Resistant Replace allt Fa! Part N®
F Fused Wgveland Glass Diffuser 37052
QRS` Quartz Restrike-Less Lamp
QZS Quartz Socket Only
Note: Phatometrlcs available upon request.
Fln s as:
All Pointed'Flnlshes
Teron Lighting, Inc.
33 Donald Drive
Fairfield,OH 45014
PH (513)858-6004 nip '
FAX (S13) BSe-6038
E-mail sales aMeronJight com
Webs to www,teron ight.com
'Magnetic e89851 Teron Lighting, Inc.
Y ,i'
11 13/2008 12:25 14137868699 REINHARDT ASSOCIATES PAGE 16/17
Nr ""'""'� - Jag: AGAWAM SENIOR CENTER
-. ITYPE: aC
5oeknl Ugrytetl Lam AlZakRalle slotventing Su �6
e►rtckal r ' (BYOtMre) Rehodor slot 3uppon(2) {,j PART: P632 R2 VIIT LP
Medium Beam
•;•., �c?'s, One 26W Quad Tube lamp
71!.°Conold Aperture
Optics and Applications
An elliptical primary reflector and a parabolic shielding
o P' 00 °8� cone produce a medium distribution pattern from the
horizontally mounted lamp.Spacing to mounting height'
ratio is 1.1 for uniform covorage.The smooth pattern
vortleol corm Aaleh ing Prtom Lon, Spoculer Apenur; Sn" allows Lisa ariywhare in low to medium ceiling heights.
AdjtJstmnnl SpHN (Op*MD A40 CAra Prome Choln
Use in corridors,entries,transient spaces,etc.
Design Features
Construction allows easy access to all components.
Efficient air flow design assures coal fixture temperature
for optimal lamp performance.A steel housing protects
the reflectors and assures their proper relationship for
maximum performance.Maximum ceiling thickness 2..
Ballast and lamp service from below.
Finish'
A specular clear Alzak cone is standard.Optional colors
and SoftgioyA finishes are avallab Is.The housing and all
structural parts are phosphated for corrosion resistance
before being painted optical matte black for control of
stray light leaks.
Ballast
Fully electronic,microprocessor controlled with variable
Dimensions and Lamps starting current for Inrush protection to assure rated lamp
„ life.Input voltage range from 120V through 277V.Power
factor.98,starting temperature CrF{-1(IT),THD c 10%.
Pre-heat start c 1.0 second.End of lamp life protection.
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Matching Units
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Wall washers Pages P31, P32
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MEMO
TO: Engineering Department
FROM: Planning Board..
SUBJECT: Preliminary Plan - Eango Estates - Rowley Street- Benjamin `
DATE September 20, 2007`
Please review the attached mylar of the Preliminary Plan for Lange Estates to be sure it reader for
the Board's signatures.
DSD prk-
Town of Agawam
f 4. 36 Main Street Agawam, Massachusetts 01001-1837
Tel. 413-786-0400 Fax 413-7 6-9927'
June 22, 2007
cx 11. i
x�c
Roy Benjamin cry
49 Oriole Drive1
Feeding Hills, MA 01030
Dear Mr, Benjamin:
At its duly called meeting held on Jane 21, 2007 the Agawam Planning Board voted to approve
Preliminary Subdivision Plan entitled "Mango Estates, Preliminary Subdivision Plan, Agawam.
Massachusetts; for: Roy Benjamin, 49 Oriole Drive, Feeding Hills,MA"prepared by D. L. B
In . and dated May-1 4,2007 with the following condition
■ The comments contained in the memo prepared by the Agawam Engineering—
Department dated June 21, 2007 and attached must be addressed;
An original of this plan must be submitted to they Planning Board for its signatures. lfyou have -
questions, please contact the Planning Office at 78 -0 00, extension 283;;
Sincerely,
]tennis B. Hopkins, Chairman
Agawam Planning Board
c : Clerk
Engineering
D.L. Bcan, Inc.
File
" TOWNOFAGAWAM
� Department Public Works
$� 1000 Suffield Street Agawam, MA 01001
Tel ( 13) 8210600 Fax (413) 8210631
John P. Stone Superintendent
AffMORANDUM
To: Planning Board
CC: John Stone—DPW 'Suet,;File
From: Engineering
Date June 21,2007
Subject: Lango Estates—Preliminary Subdivision— 141 Rowley Street
Per your request, Engineering has reviewed the prelimftwy subdivision plan entitled; "Lang,Emotes;
Preliminary Subdivision Plan; For:Roy Benjamin, 49 Oriole Dr, Feeding Hills, MA; Date: May 14, 2007;
Scale_ 1'50%D. L. Bean Inc.,40 School Suet, Westfield, " d we have the following
5ight Distance Comments:
1. The sight distance for the proposed intersection is and additional comments are
fortbcoming
. A note should be added to the Plans stating that the h d bushes at 141 Rowley Street are
to be razed/removed:
3. Sight dunce easements will be required for lit I as veiU asTurthe lot where the existing house is to
remain.
General Comments:
4. The plait shoes the p;opos d stDrm drainage system c=ssiaz 1�---Tennessee Gas Pipeline; the applicant
should contact Tennessee Gas to coordinate thud i - g to meet Tennessee Ga 's
requirements.
5. Please connect the proposed sidewalk to the sidew,- side ofRo-Mey Street;this may
require installing an additional set of curb ramps-
Engineering reserves the right to make additional c irt=ation is submitted. If you have any
questions'please do.not itate to contact this division-
Sincerely,
ohn Cr.Deck r, F.I.T". Michael C. Chase, E.1,T.
Civil Engineer I Interim Town Engineer
sAgubdWansa cstaresVnemoslmemo Ldoc
V-121/200z 15: 18 FAX 4138210631 9002/002
�yt.
FA TOWN OF AGAWAM
Department of.Public Works
1000 Suffield Street Agawam, MA 01001
Tel ( 13) 8210600 Fax (413) 8210631
John P. Stone Superintendent
MEMORANDUM'
To: Planning Bard
CC John Stone—DPW Supt.;File
From: Engineering
Date;' June 21,2007
Subject: Lange Estates--Preliminary Subdivision— 141 Rowley Street
Per your request Engineering has reviewed the preliminary subdivision plan entitled: "I,ango Estates,
Preliminary Subdivision Plan;For: Roy Benjamin, 49 Oriole Dr, Feeding Hills,MA; Date: May 14,2007;
Scale: 1"=50';D. L. Bean Inc.,40 School Street, Westfield, Massachusetts"and we have the following
comments:
night Distance Comments:
1. The sight distance for the proposed intersection is under review and additional comments are
forthcoming.
2. A note should be added to the plans stating that the existing porch and bushes at 141 Rowley Street are
to be razed I removed.
3. Sight distance easements will be required for lot 1 as well as for the lot where the existing house is to
remain.
General Co ments:
d. The plan shows the proposed storm drainage system crossing the Tennessee Gas Pipeline; the applicant
should contact Tennessee Gas to coordinate the design of the crossing to meet Tennessee Gas's
requirements.,
5. Please connect the proposed sidewalk to the sidewalk on the western side of Rowley Street; this may
require installing an additional set of curb ramps.
Engineering reserves the right to make additional comments as new information is submitted. if you have any
questions please do not h state to contact this division.
Sincerely,
ohn G. Deck-Kr, E.I.T. Michael C. Chase E.I.T.
Civil Engineer I Interim Town Engineer
6subdivltengo csUtnlmcmvslmmcmo Ldoc
Reviewer D. Dachos hate 6/1 /0 7
Date geed' 6/4/0 7 Dist. Date 6/5/07
Plannine Board Meeting Date 6/ /0 7
Mandatory Date forfinal action Jul 19 , 2 0 07
OFFICE OF PLANNING AND COMMUNITY DEVELOPMENT
ERELIMINARXW-M
Name of Ap l cant,, Roy _,Benjamin
Address; 49 Oriole Drive, F. Hills
Address of Property easterly side o Ro rely St . , approximately y 1701 from
Name of Subdivision
Lang Estates tin Sheet.
Number of Leas 9 Deposit' $715 .00
Prelxrninary Plan Contents
Statement of interest in land 0,K
Location map of site and surroundings
Environmental Study:
O.K.
Relationship to zoning,.Master Plan, etc.
Existing topo water table, etc; Water table information not provided.
frnpa tsofproposed development Waiver requests attached.
Other:
r. Lot survey with ezistin easements, abutters, zone lines, and existing streets.
Abutters to sou h do not appear correct .
Topographic Plan'
'sting contours t T intervals C}.K.-,-
Environmental elements O.K.
Proposed streets and dot lines . K
Sewage, water, and;drainag: 0.1K.
SUBMITTAL L INCLUDE: ONE (1) ORIGINAL AND, FOUR (4);COPIES
s,
List of Requested,Waivers
Section 1 9-8 . ( Waive the requirement for the 300 separation between streets and
allow 185 feet more or less to beating Lane.
Section 1 a9-813. (aWaive the requirement of the road he no longer than 500 feet and
allow 565 feet-more or less.
• 413 622091 D.L. BEAN INC. B a2 P02 .SUN 19 107
SIGHT Vl EMENT
KNOW ALL MEN BY THESE PRESENTS, that i, KAIWILPEON AN14 DAMATO
of 406 Rowley Stttet,Agawam, Massachusetts a for the consideration of ONE DOLLAR
($i,ed)grant to the TOWN OF AGAWAM, MA ACHUSE " a Municipal Corporation
duly established under ft laws of the Commonwealth of Massachusetts and located at
36 Main Street.Agjmvarri, County of Hampden, Massachuseft the fallowing described
Sight Distance Easement as shown on a PWn of land reoorded wfth the Hampden
County Registry 4f Deeds In 8ctk of Plans_ye . Page Z?. -ia
...
A Sight Distance Easement of s ciy'two( )feet,,soroan the land of KATHLEEN
ANN DAMATO, as shown on the above-ties above-timcdbed Mart.said Sight'Distance Easement
is described in Exhibit A attached hereto. it is understood that no above ground
structuras will be erected w1thin the Sight Distance Easement except for street signs,
lire hydrants, erected by the Town of Agawam and driveway to serve 106 Rowley
Street. as well as z1one boundaries and (ran pins. The owner of 105 Rowley Street will
be ailowed to plant grass within said Easement area, however, the owners of 105 Rowley
Street utiriil be responsible for keeping the grass at such a level as not to interfere with
Sight lei alonq Rowley Street. The purpose of this Easement is to provide Sight
Distances along Rowley Street for cam entering Rowley Street from Lango Place,
Aga rrcw i'�it�'Ftuxatl .
t�
Signed thiis day of March, 2007
Witness _ 4KAHZEEIM Ali N D O
COMMONWEALTH OF MASSACHUG S
On this 411K day of March, 2007, before me, the undersigned Notary Public,
personally appeared KATHLEEN ANN DAMATO proved to me through aeusftotory
evidence of identificefon, which was Drots "S't: ,to be the parson whose
name is signed rah the preceding or attached document, ana acknowledged to me that
he signed It voluntadly for It sWW purposes.
Notary Public i ems: i" -1 r
MMyCommission e
j .,
4135622091 D.L. BEAN INC. 2 P03 JUN 19 0 '0J
EASKMENJAGREEMN.T-
Agreement made this day of April, 2007, by and between
KATHLEEN ANN VAMATO of ,105 Rowley Street, Agawam, Massachusetts and
DORATHY G. LANGO and DONALD LANGO of Springfield,Massachusetts.
THLEEN ANN DIAMATO is the owner of certain real estate, known as
Assessor's Parcel ID number 113 4 13, Agawam, Hampden County, Massachusets and
DORATHY G. LANGO and DONALD LANGO am the owners of an adjacent piece of
property 141 Rowley S Agawara, Massachusetts. Reference is hereby made to a
Plata entitled "Definitive Subdivision;Agawam, Massachusetts" prepared by D.L. Bean,
Inc. Surveyors and Engineers dated *2007 and recorded in the
Hampden County Registry of Deers Book of Plans Page
_(hereinafter the "Plan").
For the consideration of ONE AND 00/100 (S1.00) DOLLAR, KATHLEEN
ANN D'AMATO hereby grants, conveys, transfcu and gives to DORATHY C.
LANGO and DONALD LANGO their heirs, successors and assigns a drainage
easement shown,on said Plan as"Proposed Easement for D dge".
'Me rights conveyed hereunder are for drainage purposes only for conveyance of
storrn water to an existing wetland and watercourse on the property. The rights
hereunder are iin-dted to the Easement Area and except for drainage purposes described
herein, DORATHY C. LANGO and,DONALD LANGO shall have no rights to enter,
build,or otherwise,occupy the Easement Area.
IN WITNESS WHEREOF, the parties hereto have execrated this Easement Agreement
as a sealed instrument as of the clay and year first above written
Signed this day of April, 200
��,0,00,9
tmess fTVHLEEN AS N
r
40L
itnessDORATHANGin'
rtra ss DON D -A
XNAINAN A EDWAM
MORRIS STEVEN H L/T KOPYSCINSKI THEODORE RESKE 3ENNIE
140 ROWLEY ST 200 ROWLEY ST 188 ROWLEY ST
AGAWAM , MA 01001.162 AGAWAM , MA 01001-I638 AGAWAM , MA 01001-163
Parcel ID: H13 8 1 Parcel ID. 113 1 12 Parcel ID. 113 1 13
BEAUDRY ANGELA M FIELDSTAD LORI A BARBAR MARCIA
182 ROWLEY ST 176 ROWLEY ST 170 ROWLEY ST
AGAWAM , MA 01001-1638 AGAWAM , MA 01001-1638 AGAWAM,;, MA 01001-163E
Parcel ID.- 113 1 14 Parcel ID: 113 1 15 Parcel ID: 113 1 1
LACH MILENA L.TEN PALLOTTA � tr�W . ;T MORRIS STEVEN H"
164 ROWLEY ST 15 KEATING"LANE 140 ROWLEY ST
AGAWAM , MA 01001-1638 AGAWAM , MA 01001-1618 AGAWAM MA 01001-1625
Parcel ID: 113 1 17 Parcel ID: 113 1 18 Parcel ID: 113 1 20
MORRIS HERBERT + LUCY L/TS MORRIS HERBERT E + LUCY OAMATO PAUL 3
140 ROWLEY ST 239 ROWLEY ST' 105 ROWLEY ST
AGAWAM , MA 01001.1629 AGAWAM , MA 01001-1623 AGAWAM MA 01001-1622
Parcel TO: 113 1 21 Parcel ID: 113 4 12 Parcel ID: 113 4 13
RONDINELLI PASQUALE LIT RONDINELLI MARK A- POLASTRY ADAM R
171 ROWLEY ST 187 ROWLEY ST' 49 ALLISON LN
AGAWAM , MA'01001-1622 AGAWAM , MA 01001-1622 WEST SPRINGF,IELD , MA 0
Parcel ID- 113 4 14 Parcel III: 113 4 15 Parcel ID: 113 4
D'AMATOd PAUL 3 + WESTERN MASS ELECTRIC CO MORRIS STEVEN H L/T'
108 ROWLEY ST 174 BRUSH HILL AV` 140 ROWLEY ST
AGAWAM , MA 01001-1629 WEST SPRINGFIELD , MA 01089-1298 AGAWAM , MA 01001-1625
Parcel III: 114 1 1 Parcel ID: 114 1 2 Parcel ID:r114 1 3,
RAMAH REALTY LLC D'AMATO KATHLEEN ANN D'AMATO PAUL 3
127 RAMAH CIR SO 105 ROWLEY ST 105 ROWLEY ST
AGAWAM , MA 01001-1560 AGAWAM , MA 01001-1622 AGAWAM , MA 01001-1622
Parcel ID., 114 5 13 Parcel ID: 114 5 14 Parcel ID: '114 S 15
HERSEY ROBIN F STATIONERY-PRINT COM INC MOCCIO SHIRLEY M
267 SHOEMAKER LANE 3200 143RD CR 166 FEEDING HILLS RU
AGAWAM , MA 01001-3615 BURNSVILLE , MN 55337 SOUTHWICK , MA 01077=9
Parcel Ili: 114'5 16 Parcel ID: 114 5 17 Parcel ID: 114 5 18
TENNESSEE GAS PIPELINE COMPANY MOREN GARY E MOCCIO SHIRLEY
PO BOX 4372 101 RAMAH CIR SOUTH 166 FEEDING HILTS RD
HOUSTON , TX 77210-4372 AGAWAM , MA 01001-1560 SOUTHWICK , MA 01077-9
Parcel ID., 114 5 27 Parcel ID: 114 5 28 Parcel ID, 114 5 36
POLYS J,OSEPH"3 CHAMPAGNE RONALD UNGHIRE JOHN F JR,
10 TRACY DR 36 RUSSO CR 44 RUSSO CIR`
WILBRAHAM , MA 01095-1928 AGAWAM , MA 01001-1542 AGAWAM , MA 01001
Parcel ID- J13 1 12 Parcel ID: 313 1 13 Parcel ID. 313 1 14
UN HIRE CHRISTOPHER N POLYS JOSEPH I RONDINELLI 1AMES P
44 RUS E?CIR 10 TRACY DR 211 ROWS EY S`C
A AWAM , MA 01001 WILBRAHAM , NIA.610 5-1 25 A AWAM MA 0 001-1622
Parcel I : J13 1 18 Parcel III: 114 1 14 Parcel III. 113 4 1
RONDINELLI JAME5 P"
11 ROWLEY ST
A AWAM MA 01001,
Parcel ID: 113 4 IS
,I
Town f Agawam
3t Main Street Agawam, Mass' chu'setts 01 .
"t
� 001-13
Tel. 4 3-7,86-040 Fax 413-75 -99 '7
A
PLANNING BOARD
Junell,2007
Clear Abutter
Roy Benjamin has submitted a Preliminary Subdivision Plan entitled `�,`Lango Estates" to the
Agawam Planning Beard for property located on .Rowley Street. This parcel of land contains
approximately 10 acres and the proposal*is to subdivide it into nine(9) lots.
The Planning Board will be reviewing this Preliminary Plan at their meeting on June 21, 2007,
which begins at :30 PSI and will be held at the Agawam Public Library, 750 Cooper Street. if
you have any questions you may contact this office at 786-0400, extension 245.
Sincerely, h
Dennis B. Hopkins, Chairman
AGA4VAM PLANNING BOARD
D H/DSD:prlc
F
,
- i
F
. jE
Town f Agawam
il
36 Main Street Agawam, Massachu.setts11 -1
Tel. 413-7 6-0400 Fax 413-786-99 7
ry
PLANNING BOARD
June l 1, tl 7
Dear Abutter:
Roy Benjamin has submitted a Preliminary Subdivision Plan entitled "Lange Estates„to the
Agawam Planning Board for property located on Rowley Street_ This parcel of land contains
approximately 10 acres and the pro osaf is to subdivide it into nine eats.
The Planning Bard will be reviewing this Preliminary Plan at their meeting on;tune 21, 2007,
which begins at :30 Ply and will be held at the Agawam Public Library, 750 Cooper Street, if
you have any questions you may contact this office.at 786-0400, extension 245.
Sincerely,
Dennis B. Hopkins, Chairman
AGAWAM PLANNING BOARD`
DBR/D D:prk
Uate: tlbtluu t
To the Department Officer making Payment.
Received of ML Bean, Inc. 0 Listed Above $75.00`
the sum of seventy-five and 001 75.00 Dollars
for the Prel. Plan Filing Fee ending 6/5/2007
for collections as per schedule of this date, filed in my office. jJ
Cl.Cvt�t'
Tres urer
MEMO
TO: Engineering Department &Safety Officer
FROM: Planning Board
SUBJECT: Preliminary Plan - Lango Estates Rowley Street- Benjamin
DATE: June 5 2007`
Please review and comment on the attached Preliminary Plan for Lango Estates priorto the
Board's June 21'" meeting',
Thank you.
DSD:prk
D* LI-ANDIONSULTANTS
I A
413-562-7566
Forty School Street Fax # 413-562-2091 SURVEYORS
Westfield, Mass. 01085 ENGINEERS
June 4, 2007
Dennis Hopkins. Chairman
Agawam Planning Board
36 Main Street
Agawam, MA 0 100 1
RE: Preliminary Subdivision - "Lango Estates"
FOR: Roy Benjamin
Dear Board Members:
na *C-)
t ;P r-
Enclosed please find the following information pertinent to the above referenced projcct,
I. Application Form "B" for preliminary approval and filing fee.
(D.L. BEAN INC, check for $75.00)
2, Copy of Letter of Intent to Town Clerk,
1 Attested copy of the deed to the property.
4. Statement of Interest.
5. Determination of Applicability.
6. Environmental Study.
7. List of Requested Waivers.
8. Four blue line prints of preliminary plan.
This information is submitted on behalf of our client, Ralph DePalma. We would
appreciate the opportunity to present this project at your earliest convenience. Thank you.
Sincer
neer
D� L. n. Inc. A
Marc . Shute, Senior Vice President
Enclosures
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—495— MAJOR CONTOUR (5 FEET) AREA-60,594*So, FT. REV: 09/25/08
(T.&U ACRES)
LIMIT OF IN,
-496-- -- MINOR CONTOUR (1 FOOT) NORK LINE 'N-, 'N,N "N. 12*DW
CURB LINE
EDGE OF SIDEWALK 24*DIAL (5ENERAL NOTES: PROJECT TrrLE.
1. EXISTIN6v SITE CONDITIONS TAKEN FROM PLAN OF EX15TI% CONDITIONS PLAN,
EDGE OF PAWMENT A SENIOR CENTER 454 MAIN 5TREET,A6AKAM, MA. PREPARED BY: COLER 4 A"WAM
ItCOLANTONIO ]Nr,.,, 5513013ALA ROAD, NEST SPRINC7NELD,MA 01040,PATED,
cs SH*4 s-
PAINTED TRAFFIC LINE * - * APRIL ib, 2001.
\1n, 4
SENOR
13 WOODEN FENCE N, 2. THE CONTRACTOR SHALL PROVIDE PROTECTIVE FENcm DuRm ALL PHASES,
AOCHAEL A &AM
FWARIER OF CONSTRUC110N.
30*MA, DEED BOW"00 PAGE"S CENTER
TAX MAP KB BLOCK I LOT 0
W— - OVERHEAD ELECTRIC LINE SERGCYNII�' ------- L RE THAT SAFE AID ORDERLY TRAFFIC
't ANGELA Is
SAVWIN "N 1-71
DEED BOOK 1,M92 I AGE 96 CIRCUL AT THE SENIOR HOU!5MO COMPLEX 15 MAINTAINED THROL16HOUT
T - UNDERGROUND TELEPHONE LINE TAX NAP K6 BLOCK I LOT 4 CRASS ALL PHASES OF CON51RZTM AND PROVIDE THE OMER AND ARCHITECT %4 MM STFVMT
11� N`1
N P41TH A PLAN,FOP,APPROVAL,To ACCOMPLISH TH19 TASK PRIOR To
W— UNDERGROUND WATER LINE N COMMENOIN9 CON5TRLICTION. APPROVAL OF THE PLAN 15 REOUIRED PRIOR AGAW^ MA
-494- TO ANY ACTIVITY ON THE PROJECT.
to
G UNDERGROUND GAS LINE Va. 2
N, CRASS
UNDERGROUND SEWER LINE "N,
DIA. GRASS
1"�%H*2 REMAINS
D UNDERGROUND DRAINAGE LINE
4
'ELECTRIC METER N REMOVE EX15TINC7 BITUMINOU5 PAVEMENT AND HALK5 IN THEIR
L- I- \, '\ Zvi ENTIRETY TO THE LIMITS 5HONN AND 015POSE Or- PROPERLY.
NI
FIRE HYDRANT -N REMOVE EX15TIN65 BITUMINOUES CURB IN ITS EN71RETY AND DISPOSE OF
GRASS 2
fN Pf:z0pE-RLy. DRAVMQ
Air - - --- - - --
c4) UTILITY POLE WILIGHT
N,
REMOVE EXISTIN6 TREE(5) IN THEIR ENTIRETY AND PjspO5E OF
V 4,
PROPERLY.
UTILITY POLE
IMA
,Ai
GRASS
0 All
GUY WIRE ,
THE PROPERTY LINE IN THEIR ENTIRETY AND DISPOSE OF PROPERLY.
f 'N GLEAR AND REMOVE Ex15TINrz, TREE(S), BRAE,44 AND VE&ETATION To
6\1 1, f # \ \1 1,
2 1 CRASS
4
0 2 WMITION'S
GRASS
c
El CA TCH BASIN 41 REMOVE,SALVAGE AND RELOCATE EXISTINC7
a f N
S14*46123'W .......
oat
;r-�f PIPIN67 AS 5HOM ON 5HEET 03. CONTRACTOR To REESTABLISH THE AND
N
4m
LIGHT POLE V,mis�FI)RCP UARJ im - ,, "�#* �%� BENCHMARK ON THE HYDRANT OR OTHER PERMANENT LOCATION, & AOUTIAI'k
S I qz� EL a
S 20'
S 11WECO 116 AIN S DEM N
-----------6----------
SEWER MANHOLE M�7*T C . 170S
REMOVE AND CAP UTILITIES PER UTILITY COMPANY REQUIREMENTS,
71,3
wV (Typ�-
- WATER VALVE RIM-4ft u0g�� S----- — . (D PLm
V owu S
ALON6 LINE NT
4 RW-496.W 1 -1 1 EX15TIN65 LIORT FIXTURE, POLES AND FOUNpAlloNS To 13E REMOyEp,
- SIGN - MAIN S7REET ALON6 6VrTER LIN INV OUT-49,15" SALVACCED AND RETURNED TO ONNER.
122
EOP
- EDGE OF PAVEMENT INV IN-495LS' (SHLO 0239)." L IT 1107- EXISTINC5 516NAC7E TO BE REMOVED,SALVA6EV AND RETURNED To
I-INV. OUT-4-9&2'
S —we S
LINE_ INV, oul,-466W
DECIDUOUS TREE A, CA 1Z zi
22� 81 Cp aAS9 *C* G N
-0 - REMOVE EX15T]Nez? CAR STOP IN ITS ENnRETY AND DISPOSE: Or-
A .415 -Ac S-0
INV )N-491.3' MAECO a 109 ( q ) PROPERLY.
INV. OUT-49t.11 -497- -0,10
CONIFEROUS TREE W r 00,
W:j���H . w—
GRASS
ON 113 14RASS
Q) DRAW MANHOLE f$T wrco 108 N REMOVE FOUNDATION REMAINS AND FILL MATERIAL NITHIN THE
6 RIU-491;r
to FORMER SITE BUILDIN66 IN THEIR ENTIRE7Y AMP DISPOSE OF
SIDEWALK -99L, SIDEWALK �11wLa-150—w INV. W(V-491.4r
INV.04(g)-4W PROPERLY. SUE&RADE BENEATH THE FILLSHOULD BE THOROU6HLY
HANDICAP PARKING SIGN INK IN(Q-491.7-(12-firP)
GRASS CONCZ. MDEWALK INV.IN(D)�4920'(12 RCP) DEN51FIED (5EE 6EOTHECHNICAL REPORT RECOMMENDATIONS).
GRASS �,r ,
-491.6'
INV OUT
SINGLE WHITE LINE GRASS
SWL
GRASS RIR-49&J*
Vcp - WTRIFIED CLAY PIPE INV OUT-*Z01 SEP
CHISELED *X'ON HYDRANT
PVC - PLASTIC PIPE FLANGE HOLT(N/r SIDE)
afv,-maw(ASSOWD)
Rcp REINFORCED CONCRETE PIPE GRAPHIC SCALE
813 BIT-BERM CURB 30 15 30 110 120
BH #1 BORING LOCA TION EX15TIN67 CONVITION5 AND,, DEMOLITION F-I.AN
10`� SGALE: 1"=30'
TEST PIT LOCA77ON IN FEET Cal
TP#1 I inch 30 ft
ITEM
LIMIT OF
x
14ORK LINE
PA WALK
0
YIFNM-,�" LIMIT OF
IN
71 INORK LINE
LIMIT�OF
100-FOOT PETLAW
�'6
-FER.ZONE
FF 489.8'
NOW LINE
"'No I,
SUr MW INEXONEEMENOW low
0",
-cTs
rF 489.8'
AFimnm
K"
6&
e;
4o�
RIP RAP SLOPE ENSINEERS
SLOPE CONG. CURB FROM 6"
PROTECTION @&6' 0
RE-VEAL TO ROAD 6RADE
ikk
INTMOR DE51115"EnS
V,
PREUECT h4ANASETVIENT
51c'm n)yj—
vo"
alp
......... PAvED WALK
A
N
P41DE CONC.
430 MAIN STREEr
DRAI
PAVED WALK (TYP "'it,
0
0
r
ASAWAM. NAA 01001
51PEK6%LK (lYf
u RELOCATED FIRE
gq'
N TEEL 413. 786. SSW
P4HEELCHAIR RAMP HYDRANT x
'El
g (SEE Noi 15kqlDE CONC.
;5'
T ,mi:
FAX: 413. 7f3a 8699
51DENAL
K (TYF
UKA-5ti
FW46
STAW.
fX-N ""d
V
'T
J 1
RICHARD
"R
s'�
ni T. ASZEK
Cl
..........
No. 3
'A
MISITEK
m
CIV L
21:
al'
-n N";$`
Ti!'STR
EE�T 77 R.,
7,
2
OATE
R
E A\_HP5 L1614T FIXTURE
LIN
EMER6ENCY OVERFLOpq -t
7,
ON 15' POLE kilTH
-YP
BASE 0
ISCALS. 1* 20'
MOP05ED DETENTION LIN .. .. oo�
N
AREA
Z4
--- DRAWIt
AMS/RTM
—--—--
Z'� '000000000
CHECKM. RTM/DCG
SCREENED
IDE CONC. ED OEM 11
t5''N TIOOLE YELLON
5ILTr 11E
MAYBALE5 CHAIN LINK FENCE R_5' 7777� iel'-O'l k4lVE CONG. 510EY4ALK CENTERLINE
>: DATE. 05/30/07
1 2 'VAN ALCESSIB KNX (SEE NoTr: o)
LE
HANDICAP FLE NAMF_ \ClVlL\DW0S\C,2
HANDICAP 55PA6,ES
N-61TE
STALL (TYP)
46 101 147 REV. 08/08/07
-'4
I,N
77
LIMIT OF PUBLIC PAWIN6 SPACES:
X"
rH�
FENGE TO FOLLON CONTOUR
NORK LM HANDICAP PARKIN& SPACES.- 5
REV. 04 30 08
POR(4" MAX, 5ETM-EN
Or
TOTALSPACES-
7T
GRASS
SS
'mg 51 101T Isa
4
FENCE AND FIN15H 6RADE)
GRA
REV. 09/25/08
77
X, ........... &ENERAL NOTES*
SIGN SCHEDULE
6TY 1 7
2
Ret791,'
-XISTIN6 SITE CONDITIONS TAKEN FR NP
NATION. TEXT r OM PLAN Or- EXISTIN& CO ITIONrp PLAN, SENIOR
W,N 6
f 6 N
z
CENTER, q54 MAIN STREET, A6AMM, MA. PREPARED BY, COLER 4 LANTO 10 1 PROJECT Tff I.E.
RETAININ6 HALL 60 N le,
j
55 5013ALA ROAD, M-ST SPRIN6FIELP, MA 01040,VATEP.� APRIL 16, 2001.
�U:A METAL RAILINC7
RI-I
STOP
2. EXISTIN& SITE CONDITIONS COMPILED FOR INFORMATION ONLY AND ARE NOT
KARRANTED TO BE ACCURATE OR COMPLETE. SEE oRIOINAL SURVey PLANS FOR
10' HIDE &ATE
NO LEFT R3-2 AGAWAM
LIMIT OF
TURN
ACTUAL EXISTINO Sn CONDITIONS. CONTRACTOR SHALL VERIFY VISTIN& cOWTIONS
:Zw
DO NOT
K)W LINE ARCHITECT IN ARITIN& PRIOR
IN THE FIELD AND REPORT ANY 015CFE:PANCIE5 To TH
E
R!H SEWR
BOLLARD5
2 lg�k TO C4MMEW-,IN(5 CONSTRUCTION.
ENTER PLANT am (ryp.
OF 4)
L-2 ED&I
N& (TYP
CENTM
-10A -55ARY PMMI AT T I AY I
ENTRANCE ONLY R3 S. THE CONTRACTOR SHALL OBTAIN ALL NECE TS LEAS D S,PR OR
TO COMMENCINO V40RK AND NOTIFY THE ARCHITECT, ALL APPLICABLE MUNICIPAL
-.-FT DUMP5TER
LOCATION
;111-2
PEDESTRIAN
-5 AND DI& SAFE.
DEPARTMENTS,FRWATE UTILITY COMPANIE
'T'
CRO55IN6 W4 MM STFUT
............. ...... ................ .. ......
........... ... ..... 5' HI&H DECORATIVE
4.
PERFORM ALL NORK IN A PROPER, SAM, EXPEDITIOUS AV INORKMANLIKE MANNER IN
........ 13 AGAWAK MA
SCRIEEN FENCE
............. ...... ......
................ ........ ..............
ACCORDANCE INITH ALL APPLICABLE FEDERAL, STATE AND MUNICIPAL o ES
AHEAD
0 LAM OP
AND RE&ULATIONS.
................... ......... ............. ....... ...........
..........
..............................
ARRON
.......... ................. ........ .............................. .................
H
.......... .............. ............ ............
5. COORDINATE THE SITE ADRK V41TH ALL YORK To BE PERFORMED BY OTHE!;LS.
...........
.............
............ ...... ......
'X OPERATIONS. ACCESS TO THE COMPLEX FACILITIES MUS
............ ...... ................... ........
R-5
t0"i'URFA(".;`E Flr'L 'I"' a LEGEND 15, COMPL T BE MAIINTAINED
.. ...........
A"llo PROTECTIVE FENCIN& PROVIDED VMt,* ALL PHASES OF Nr-A CONSTRUCTI N
..... .... T5AC
:ft -:::E,
5 ..............
NT
RE-'--%--'4---"., 15- -n-tt,
G_
............... ...... ......... .........'.'
K
_ZY ...... ..... ..... . ......
....... ...... ...... ...... -5 AND LANDSCAPE AREAS,AHICH
.......... ...... 1 1- ... 1. PROTECT ALL EWILDINOS, PAVMvEW,UTILMES,TREE
.. ............
ARE TO REMAIN. REPAIR.DAMA&E AND RE-STOF;M ALL ITEMS TO A CONDITION EWAL
.............
........ . ......... ......... ...........
:.%7: ....... .......
-1 TO,OR BETTER T14AN EXISTIN& PRIOR TO CONSTRUCTION.
.............. .......... .............
`-:-4`- WDE-:_
�oz _T
........... DMVMM
awl QL!L�wl=
...........
:::77 a. PRIOR TO CONSTRUCTION, INSTALL CONSTRUCTION ENTRANCE AND ALL MEASURES
.......... ......
RIP RAP SLOPE
W 1W ...... REOUIRED TO CONTROL EROSION AS INDICATED ON PLAN. CONTROL MEASURES SHALL
................ .....
PROTECTION BE MAINTAINED FOR THE DURATION OF THE CONSTRUCTION PHASE OF THIS INORK AND
.............
SIVENALK E
....... UNTIL ALL DISTURBED AREAS ARE STABILIZED Y41TH FAVElIvENTS, MULCHES, OR PLANT
C.5 ..... ...... ...................: .......... ...... SROINTH.
........... Ap% Now
......... LAYOU I
..........
_' p .......... .............
..... GRASS mo A ILE
K-
DRAIN 11. SAINCUT EXISTINO PAVEMENT AND MATCH EXISTIN& &RAOE5 AS SHOM ON DRAV41NOS.
MANHOLE . . ....
............. ......
61rp)
0. ALL aRM� f6 6ff 66N&Rm &R5 Atm (5ffbkki�E k6itc7.
.%A= ....... ....... ...... .. ........... WTE
T. 0.
QD
p
...... 5' KIDE &ATE Il. ALL HANDICAP/NHEeLCHAIR RAMPS SHALL HAVE DETECTABLE HARKINS PANELS AND
F
SHALL COMPLY AITH THE LATEST MASSHISHKAY CONSTRUCTION STANDARDS SHOM ON
0 MT 1.5
DRANINS-56 M/E 1011.IR AND M/E IO'1.b_A;Z_ WE SHEET Ob FOR ADDITIONAL At
R I'141&H SCREENED 12. SITE CONTRACTOR TO CONFIRM RESPECTN/E PAD SIMS V41TH LOCAL UTILITY COMPANY
R=3
MANI am r CHAIN LINK FENCE AND 6ENERATOR MANUFACTURER PRIOR To CONSTRUCTION.
;o� L K7 H'l I P—K-7
t"1/2
k4lTH OATE
Do
15. CONCRETE PSIALK SHALL BE DYED RED AND STAMFW IN A "NIN6-50ND PATTERN AS
79
SHOINN.
0 TOPSOIL GRASS HANDICAP
Tum
"y.
.............
KT5.
P
14. ALL AREAS DISTURBED BY NEV4 CONSTRUCTION NOT COVERIE BY ILVIN f, PA T,
0 BU 6 VEMEN
R"'20"' KALKS OR LANDSCAPINO SHALL BE LOAMED AND SEEPED IN ACCORDANCE HITH
0
oll
LAND50APE DRMIN65.
PLM
SM LANPWAPE
R=20'
15, ALL EXISTIN& SITE MATERtALS BEIN6 REMOVED FROM NEyq CONSTRUCTION NOT BEIN&
...... TRANSFORMER
Rz:3'
REUSED ON SITE TO BE LECPALLY DISPOSED OF OFF-SITE 51' THE CONTRACTOR.
PAD (SEE
NOTE 12)
HANDICAP EXCESS TOPSOIL TO BE RETURNED To THE TOM AT A LOCATION TO BE DETERMINED.
516N (Trp)
�777e7_
�-v' GAT CLEM UP SITE ON A DAILY BASIS AND AT THE COMPLETION OF THE PROECT.
1 /0
4
GRASS LEC7ALLY DISPOSE OF AtLL DEBRIS OFF-SITE IN ACCORDANCE V41TH ALL APPLICABLE
P165AFE NOTE: LOCAL, STATE AV FEDERAL LAM AND RE&LILATION5.
INLET PRo-rEcTioN
GOWC. KALK
UTILITIES ARE PLOTTED FROM meLD LOCATION AND Aw
ARDS, (PLACE
E30LL SHEET.
RECORD INFORMATION AVAILABLE
z,AND SHOULD BE
R=5' PER LOCAL UTILITY
<1
CONSIDERED APPROXIMATE. OTHER UTILITIES MAY EXIST
PX-6VIREMENT)
t4HIC+f An NOT EVIDENT OR FOR AHIrH nroRp
GRAPHIC SCALE
INFORMATION KAS NOT AVAILABLE. C4NTRAC-ro (IN FLAC5POLE HYDRANT
Rs
W BASE 20 0 10 20 40
ACCORDANCE NITH MA55.&L. CHAPTER 6:2 SEC r L;
,TION 40 AS I I
.......... ...........
4
AMENDED) MUST CONTACT ALL UTIL11Y COMPANIES BEFoRr
EXCAVATI1,16 AND DRILLIN6. ALSO,CALL 'lpj(5_SAFE'j AT 4 R=,20' now
066)344-1253 R 20 VARIABLE MD 774 L.IJAIT—OF R=10' Cm2
L
PAVE rL
I ta0h 20 fL
(SHLO #22319) NORK LANE
eo,
1w. OUT= 91
0
wv WT-4"6' 0
0
10.
REM THIS LINEGF EROSION CONTROL*�
AF-0 THE V15CHAR6E PIPINGI,FLARED
E T
e:t ETRUCTURE AND 5PLASH PAD HAVE
BEEN COMPLETED AND AREA STABILIZED b" 4) PIPE
. ARCH11TELTS
E LEGTR LCI . ENSUQSaRS
ALFEEPER-
off . UVTMEIR DEE51EOJERS
SYMBOL DESCRIPTION
. N4ENT
5/4110, 2-#10 + #106 E5 �-OA3 Fr 489.s' PRojEr-T mANASEMENT
\_OA5 H_ OAH
2 1"0, 2-#6 + #86 RELOCATED
51 T PENCE AREA OB FIRE HYDRANT
Q PC, 2-#&, +'#(o(5 ON LES DRAIN H-1 .430 h4AIN'STREET
1113-#6 + #66 (TYPJ 5M # AISAWA M. 111 (31001
4-#& + #66 SANITAR`(
L Q 1 15, 0 PIPE CIS MANHOLE TEL& 413. 7a5. moo
0 (TYP) c,
FAXlr 413. 786. E3699
AD #1 PI H H H--b OAH
0" (P Mtlt OAH
E H-6 STANP.
14 OAH
r _-E
IE _c _K
/4--.\OIJJmlTlLET ELECTRIC HANPHOLE 4) DI
5ANITAR"( 5TRIXTURES
CO
EXF-ILTRATION ------- - - 100 0 PIPE 0 PIPE
SOHEOPM STRUCTURE SYSTEM #3 (11 ROY45AO 46
SMH #t CHAMBER5, IN EACH) , IC5 #10 RICHARD
RIM=466.* Or + VIM Sr 4, 4 10 T. MfSIASz9K
INV. IN=465.40 CS IP PIPE OA5 FLARED ENO STRUCTURE clh CIVIL
INV. OUT-455.55 INSPECTION IPE 10,10 H-11 OAH
PORT5 MENT I RON
PIPE H-4
(TYP OF 12) EXFILTRATION CHAMBER 16.
151, (1 PIPE SYSTEM #5 (1 RONS/5 12 C15 #15
RIM=485.8i
---------- it 0 PIPE CHAMBERS IN EACH)
(MIW4.6,0 OAH 12 $llt
INV. OUT=4645Z FES #5 #b DMH #12 DMH #11
It -. t; OA5
H-11 15,10 C5#1 E
PI H-11 H-4
EXIST. SMH
sy -ST sr
$It �ST f� Sr SCALE 1 30'
RlMo4iK3:t(EXIST) E
_x- x 9
INV. IN=465.15 E c 151, 0 PI 4
INV. OUT=485.'T (EXIST) OA3 egos 3 12 PROJ. Ift 05-1906
TRAP 4151 DMH #13 AS PI FES #1
FES #2 a kZ1 2 OA5
5 H-2
t DRAWIIIII: AMS/RTM
OU ''LFT ,,.mom H H-2
-.& 7A OAI __10 J6 ;r_ E. ,t CB A5
------- 717, 1- Z�V
VMH #5 5 0 PIPE OAH
140 LOAA
,5
; PIPE: H-4
H-2 14
VRAIN66E 5TRUCTURE5 50HEVULE OA6 In CMCKED: RTM/I)CG
H-2
all (I PIPE
B #5 SEDIMENT 150LATION ROH D'O
C15 #1 05 DMH #4 DMH #11 0.1
RIM=4qb.a RIM=461.6 RIM=4M.6i RIM=45,1.4i INSPECTION PORTS - DMH INSPE(TION PORTS (TYP. OF 5)
IW. OUT=4q&.5 INV. OUT=465.25 INV. IN (E)=464.1 INV. IN fE)=464_15 frYP. OF 12) o0AH 5" 0 PIPE SMH gi OM14 #10
H-5 DMH #4 (511 0 PIPE 2 ------ EXFILTRATION CHAMBER 6EKERAL NOTES: FILE NAME: \CIVIL\DWGS\C.3
INV. IN(NN=485.0 INV. IN N=4-85.415 0 __�l 4" 4) PIPE SYSTEM #4 (6 RO)o-I 11
C5#2 013 #10 SEDIMENT 150LATION RON 1 14 1 4 101, tp PIP 6.1
INV.OUTs:�4A INV. OUT=4a5l 12" 4) PIPE W=4�*.O CHAMBERS IN EACH) 1. nPER To oRmIN& (7,.2 FOR ADDITIONAL olaNERAL NOTES. REV. 08108107
RIM=444.1 RIM=461.6 ICD#4
2 W=4W.
INV. IN=445.6 INV. OUT-44$�Z DMH #5 VMH #12 M I I I 4�,
INV. OVr=4q5.& OA3 OA5 TOM STANVARps SHOULD BE FOLLOYIIED FOR SITE UTILITIES. DETAILS ASSHOM IN
RIM=40q-2* 2. FEV: 04130108
OAH
H-5 H-2 6ENERAL REFLECT ToHN STAWARDS SHOULP THERE BE ANY LOCATIONS-M!RE
INV. IN=4�SA INV. IN W=465.2
Ir
THESE STANDARDS CANNOT BE ACHERW TO DUE TO SITE CONDITIONS, THE
MM=48*1.6 EXHILTRATION CHAMBER 100 0 PIPE 14,
INV.OUT-465.4 1w. 114(W=465_55 II ---------A 09/25/08
RIM=441.0 INV. OUT=465.5 SYS 19A #2 (18 Pj%'6/7
CONTRACTOR SHALLNOTIFY THE ARCHITECT PRIOR To ICOMf,,Ew_,IN& CONSTRXTIO
INV. OUT=483Z5
#6 CHAMBERS IN EAICH) 511 ip PIPE
INV. IN 00=445.2
STIN& FACILITIES SHALL BE MA114TAINED AT ALI. TIMES PURINS7
VMH
VMH #15
W IN. H=4419.6 AD 02 RIM=461.bi 1311 Ip P N% S. UTILITY SERVICES TO A
NEA CONSTRUCTION.
IW. OUT=415.4 RiM=451.6 INV. IN=46,4.4 RIM=465.1t 100 SEDIMENT ISOLATION OAH ----- ------------------ --------- --- ------------ &REA6E TRAP (SEE NOTE 4) f 5 1%
INV. OUT=465.0 INV.-OUT4a3.11 INV. IN=4a2.7 Ropq (TYP) H-5 2 OAH 151,Ip PVC a 5=05% PIPIN& BY PLUM51N6 I -a, PROJECT TrrLF_
(,B #4 ' c OA5 W 4. ALL DRAINPIPE TO BE HI6,K DEN51TY POLYETHYLENE PIPE, UNLESS NOTED OTHERHISE.
INV. OUT=462.1 114_5 CONTRACTOR _' I -
RIM=46-15 AD #3 VMH #11 FOUNDATION DRAIN (TYP)
INV. INz4e6.2 RIM=4el.1 RIM=461.1;t PMH #14 S. ALL DRAIN PIPIN6 FROM INDIVIDUAL DRAIN BOOTS TO A CATCH BA51N OR MANHOLE
CONTRACTOR (IKV.z4b5.&5) CONTRACTOR INV`=485.715) -DRAIN BOOT PIPINS, D OTHr:"*F_. AGAW"
INV. OUT-4665 INV. IN(N)=4W.0 RIM--4$*7.bi 5HALJ_ M 6" PIAM., UNLESS NOTE
INV. OUT=465.0 ---------------------/�---------------
(SEE NOTE 5)
CIB #5 VMH#1 INV. IN(IN)=465.1 INV. IN (K=4a4.15 2 NEN 5ENIOR GENTER 6. ALL HATER PIPE= TO BE DOUBLE CEMENT LINED,BITUMINOUS COATED, DUCTILE IRON PIPE
INV. 0UTm4&5.I*7 INV. 114(W=464.5 4 -------- -------- DRAIN BOOT INITH PUSH ON JOINTS, CLASS 52 OR G-REATER,UNLESS NOTED OTHERKISE- FURNISH,
RIM=4&6.1 RIM=4q'1.5i INV. IN (NE-)=45425 - -------------- --------- (TYP. OF 16) DISTRIBUTION SYSTEM AID
INV.OUT=455Z INV. [N=4cl4.4 UNDER SLAE3 DRAIRI INSTALL, TEST,DISINFECT AND FLUSH HATER
vMH #6 IW. OUT=4&42 10" 4) PIPE APPURTENAW.�E-5 MICH CONFORM IN ALL RESPECTS HITH MUNICIPAL REOUInt"IENTS. CEWER
INV. OUT=41425 SYSTEM - 120.0 (TYP)
RIM=466.5i LIA DRAIN MANHOLE 4It 11------- CONFORM TO THE LINES INDICATEP ON THE MMIN65 AV PROVIDE A MINIMUM COVM
C15#6 IW. ]N=4642 III
FES#1 (lyp) DMHl #2 -------- OF 5 FmT,
RIM=466.0 VMH #2 INV. OUTz464.1 W=464.15
INV. CUT=465D DMH #1 OB#3 ----------- ------- -- ------------- &ENERATOR ALL SANITARY PIPE SHALL BE FVC SCHEDULE 40�UNLESS NOTED OTHERNISE. HHERE ON MM STFM
IW. lNz440.5 DM14 #4 FES #2 8" (I> PIPE GLEANOUT(TYPJ SEE NOTE I'l COVER OVER Tme PIPE 15 LESS T14AN FOUR (4) FEET,R161D INSULATION SHALL BE AGAWAKMA
IW. OUT=4665 RIM=485.5i I- I FOR EACH LINE 5EE NOTE 10 INSTALLED ON THE TOP AND SIDES OF THE PIPE OR AS DIRECTED BY THE VEPARTMENT
RIM-401.4 INV. IN=465.1 OA5 a �:Z
E 2-4"(P PVC CONDUIT(WHMUNICATIONS) OF PUBLIC HORK5.
INV.OUT=4a4.5 VMH 43 (60" VIAM) NV. OUT=465.2 FES #3 ..........
4-4"0 PVC CONDUIT (POHER)
cla #0 INV. IN NW=456.2 IW.=4a4.0 1 5. FOR EACH DRAIN MANHOLE, PROVIDE A MANHOLE FRAME (202.10) AND COVER
VMH #10 013-L-_' 61 DI HATER LINE It
RIM=461-0 INV. IN 0=456.'O RIM=4a6.lt FES 04 �R-10' 0 PIPE H-3 H-3 (202b.0) BEARINO THE Lr:6END "DRAIN ,
INV. OUT=454.6 [W. IN H=40,1 INV. IN (5)=465.0 IW.=462.05 tk 2 2"(P TYPE K COPPER
INV. OUT (NZ465.0 INV. IN 0=4D*65 12 11\15FECTION PORTS C- DOMESTIC HATER LINE cl. SITE CONTRACTOR To PROVIDE STRLICTURE AND PIPIN& OUT OF THE EXTERIOR &nASE
6-1 (TYP. OF 6) E lE. TRANSFORMER INTERCEPTOR, VENTIN6 AND' INLET PIPING, TO BE PURCHASED AND INSTALLE17 BY THE
INV. OUT(S)z:484 5155 INV. OVT=49)4h5 (B \ OA3 0 FLUM5IWv CONTRACTOR.
EXFILTRATION CHAMSER H-I OA3 OAH
SYSTEM #1 (a ROH511 7 Iry H-1 H-I 10. OAS SUPPLIER To FURNISH ANP INSTALL NEA CA$PIPE LINE 5ETMEEN EXISTIN& cA5
DRAVMM
rHAmf3ERs IN F-Aciv - 62) 2 100 0 PIPE 2-4"tP PVC CONDUIT (POI"ER) MAIN AND METER AT 5ULDI". SEE PLUMBIN& VRAAINSS FOR DETAILS AT THE METER
-ET TO
AND CONTINUATION OF PIPINC7. TRENCHINAv AND 5ACKFILL FROM MAIN STRE
OA3 tr _Tr _Sr
EME SYSTEM I WENT 150LATION TH -st -ILL AND PATCHIWv ACROSS STATE
LTRATION ST METER By SITE CoNTRAcToR. TRENCHIN6, BACKF
_vr C #1 FIRE HYDRANT H16HAAY ay &AS SUPPLIER. 6AS SUPPLIER To 05TAIN PERMIT FROM MASS HICWHAY.
1. SEE DETAILS 10 AND 11 ON SHEET C,.l FOR INLET AND OUTLET PIPE SIZE AND INVERT INFORMATION OB #2 momill 'a- a @ W F.
2W SEVQ?LV=MAW 11. SAW.,UT PAVEMENT AS noUlno To INSTALL NEN HATER LIM AND CONNECT TO
-lyp
FOR E;KFILTRATION CHAMBER SYSTEMS AND SEDIMENT ISOLATION ROM. om s S
Eco _WR FOR s 671-3-------- s
NEW ldt� 4cr Al S EXITINO MAIN LINE. PATCH ROACKAY IN ACCORDANCE IMTH MASSACHUSETTS Hlr:44AAY Ullff)(
VNECD
2. PRIOR TO IN5TALLIN(9 EACH EXNLTRATION C+iAME3ERSY5TEM, THE CONTRACTOR SHALL B>(CA\/AM DEPARTMENT SPECIFICATION SECTION 4-12, 51-MMINOUS CONCRETE FOR PATCHINO.
THE AREA DOM TO THE THE PROPOSED BOTTOM ELEVATION OF THE SYSTEM FOR INSPECTION BY V, OUTO-1495 PLAN
THE ENISSPINEER. THE CONTRACTOR SHALL OIVE A 46-HOUR NOTICE TO THE ENOINEER NHEN THIS 5 CATCH OR I VA Ml 12, SITE L16HTIN& INCLUDINOPOLE PROVIDED BY ELECTRICAL CONTRACTOR. REFER TO
I INV OUT-4915'
HILL OC6UR. CHANGeS TO THE PESION Or- THE EXPILTRATIONSYSTEM MAY SE nouln:12 IF ANY j gLgC-TRIC�AL pLAN!�poK pIXTURE rfM AND DETAILt. LIONT-FeLt BA995 f-WYMP
6_4 MIR) MAIN 9TREff KATER Lf I
Or- THE FOLLONIN& OCCURI --- ----- - I -II M--VARIAMir W - -------- BY SITE CONTRACTOR.
A. SOILS ARE ENCOUNTERED THAT An HYDRAULICALLY DIFFERENT THAN MAT HAS ASSUMED INV.IN-495.6' (94LO F239) INV IN--48ft&7'
IN THE STORMAATER CALCULATIONS. vcp 61 $ N65 RO
1w. OUT=48& 13� ALL ELECTRICAL AND COMMUNICATION CONDUIT MITH FULL STRI P VIDW Dy
B. A HIGHER SBAWRAL 6R.OUNPKATER ELEVATION 15 EWCOUNTERED (5EASONAL HIC-44 -nufmA ras-- . t ELECTRICAL CONTRACTOR TO BE MRIED A MINIKM OF 56" BELOW FIN15H ISRADE AV
6ROUNDKATER ELEVATION MST BE A MINIMUM I FOOT 5ELOA THE 50TTOM OF THE -W ------- BEDDED, IN SAND. TnNCHIj,* AND SAaKFILL BY 51TE CON'TFACTOK,
EXFILTRATION C44AMBER SYSTEM). RW-4ftW D 115 v a
M. vpw.x NET&T Ca 109 W_
6. ANY UNSUITABLE WIL 15 ENCOUNTERED AND FOR ANY RZASON, IT 15 NOT FEASIBLE TO WV. OUT-491.1' w1w
14, ELECTRICAL CONTRACTOR To PROVIDE WNT`lNXXr.7 METAL BAEEPS AT ALL ML11-Y
REMOVE AND REPLACE IT. 12*CLW D.L ice SEWS.
WV IN(A)-4918'
um,r ca Ila INV IN(#)-4911' 15. METER, MimAfzy royeR AIRIN& AND TRANSFORMER PROVIDED BY LOCAL UTILITY
fNV IN(0)-491.7-(12-RCP)
INV IN(D-49Z -(12-RCP) COMPANY.
IW OUT!491.6?
blix 615" TAPPIN6 j&. CONTRACTOR SHALL CONTACT AoAKAM DPH n0ARDIN& THE HATER CROSSINS, THE
SLEEVE HITH VALVE INV. our-102ty STATE HI6HAAY (MAIN STRZET) AND OBTAININO A ROAD OUT PERMIT. A&AHAM PPH,
SHALL OBTAIN THE ROAD OPENIN& PERMIT FROM MASS HI&HAAY. CONTRACTOR TO
COORDINATE ROAD CROSI HORK HITH OTHERS IN ORDER TO MINIMIZE DlSnPTION
culsam "xl ON HYDRMT NEH POLE AND OVERHEAD
FLMGE BOLT(N/r WE) OF MAIN5TREET.
0XV.-WO.W�A=MW) V41RINO BY LOCAL UTILITY CO.
D16 5AFE NOTE 11. DOMESTIC, HATER LINE 10-fI OUT FROM BUILDINS, BY PLUMBINO CONTRACTOR. FIRE
UTILITIES ARE PLOTTED MOM FIELD LOCATION AND ANY PROTECTION SERVICE IO-FEET OUT FROM SUILVINO By FIRE PROTECTION CONTRACTOR.
RE-CORD INFORMATION AVAILAI AND SHOULD BE
CON51DERM APPROXIMATE OTHER UTILITIES MAY EXIST GRAPHIC SCALE
MICA ARE NOT EVIDENT OR FOR MICH RECORD
INFORMATION HAS NOT AVAILABLE CONTRACTORS (IN 0 120
ACCORDANCE AIV MA5545.L. CHAPTER52 SECTION 40 AS SITE UTILITY PLAN __1
AMENDED) MUST CONTACT ALL UTILITY COMPANIES BEFORE ____j
EXCAVATIN,67ANO DRILLINC7. ALSO,CALL "P16-SAFE" AT 5CALE: 1"=50' IN FM
Ifta)544-1255 1105,606-SAFEII.
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, `0 0
ROADl 67RADE
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7- PMH RIM
DMH RIM=481.i DMH RIM A SCALE.-
DMH RIM =4&6.b± IN,
=455.77i rig
PROJ. NO: 05-1906
100' NMAND DRAVft AMS/RTM
BUFFER ZONE
Bpi CHECKED: RTM/DCG
mob
4M MONO
. ......... If, D Rim
1-1 CIB RIM =4bl.2± DATE: 05/30/07
$11 'mom z4aa.0
FLE NAME: \CML\DWGS\C.4
1 05 RIM=461.6
SEDIMENT TRAP FES INV.= 484.0
OUTLET is 483.5 FEV* 08108107
FES INV.= 4a5.25
DM R1M=4M2± SMH FEV:
VMH RIM=4 04130107
4MJ5 403 FtEV'. 09/25/08
4405
Tr &ENERAL N07i PROACT TITLE-
013 RIM=4b15
Till
STABILIZATION OF ALLSLOPi 6REATER THAN 5.1 MAY REGUIRE COWNUT FABRIC UNTIL
0-
. ..... VEserATION HAS BEEN ESTABLISHM. THE CONTRACTOR SHALL PROVIDE SUCH STABILIZATION,OR
a
-10- A o Im APPROVED EWAL, IF REOUIRED. AGAWAM
54-
M' ' ... .........
...........
T
..........
03 QA cp
..... .............
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......... ........
...........
CENTER
...........
.................. ..........
. ....... HEE LAND AREA OR TO THE START OF CONSTRUCTION UNLEW NOTED OTHE"15E.
N
.......................
444 13 V5A I..........1 954 MAIN STFEET
2. THE TOP 12" OF 501L FROM THE ORI&INAL NETLANIP TO 13B TEMPORARILY VISTURSE17 MUST BE
.... ..............
.............. ......
..........
......... ..-,",
INTACT POSSIBLE BACK TO THE ORIC71NAL AREA.
94 ............
5. SOIL MATERIALS TO BE RIWSW (MOM THE TEMPORARILY V157MED NETLAND VURIN&
.... .. ...... CONSTRUCTION SHALL BE REMOVED AND PLAl IN AN AREA NOT BY CONSTRUCTION
FiOa
........ ....... AND REPLACED AITHIN ONE DAY. IF T1415 IS, NOT POSSiBLE, THESE 50IL5 AND PLANT MATERIAL
SHALL BE STOCKPILED FOR THE MINIMUM AMOUNT Or- 11ME AN17 KEPT L005ELY Cl�V ANV
MOISTAT ALL TIMES.
4. IN ADDITION TO THE ABOVE A NEIN EKl) JNETMIX AVAILABLE FROM NEA EN&LAND 16MAND
FILANTS, INl AMHERST, MA, OR APPROVED EOUAL, SHALL BE SON4 BY THE CONTRACTOR OVER THE
..F,,,1/0 5 DMH RIM=4ql3± RESTORM AREA AT A RATE OF ONE (1) FouNp PER i0000 %uARE FEET. DRAV&4(k
ANTTALL ION CONTROL —— — — — — — X/ 5. A VETLAND SCIENTIST,HIRED BY THE CONTRACTOR,SHALL VISIT THE VISTURBEV/REPLACIED AREA
TA" C5 RIM=4ql.O MONTHLY FOR THE DURATION Or- THE FIRST&ROAllill SEASON AFTER REPLANTINO To DETERMINE
TER Ff 6RADM AND RE w qqo T14E NEW FOR IRR16ATION AND ADDITIONAL FERTILIZATION, AND TO INFORM THE CONTRACTOR OF
01 K�<�l PETLAND AREA =4 THESE F40UIREMENT5. SIT F.
CB IM=
4qq. 6. ER05ION CONTROL MEASURES AITHN THE MTLAND AREA SHALL Or: REMOVED UPON STAE31LIZATION GRADIN
45 1 44q.4 OF THE RESTORED AFX-A TO ALLON FREE CIRCULATION OF KATER BETOEEN THE RESTORED
YeTLAND AREA ANL7 THE ADJACENT, NATURAL HETLAND.
I- PLAN
:ACH
1. THE NETLAND SCIENTIST SHALL INSPECT THE V15TURBWAZMTORW MTLAND AREA TK4r.,r: f-
IL -ULL 6ROAM SEASONS.
YEAR,E)QRIN& LATE SFRIN& AND MIP TO LATE SUMMER OF THE FIRST TINO r
THE SUMMER INSPIEC-TION SHALL INCLXE A VC-6JETATION SURVEY TO ASSURE THAT AT LEA6T -5% or-
-NOLr ft-TLANV PLANT SPECIES AITHIN
- -- ---- THE MTLAND AREA HAS BEEN REESTABLISHED P41TH INDI&E
--ep RIM:z.4qe).b THE TINO ORONINOSEASONS FOLLONINS9, REPLANTIlill
:XISTIN(5 4 9— 5. THE CONTRACTOR SHALL COMPLY NITH AN"i AND ALL REOUIREMENTS SET FORTH BY THE A6AHAM
505 5F TEMPORARILY D15TURBED MATCH EXISTIN9
Rp mr-ill MAIN STREET MATCH EXI!5TIW,2-
METLAND AREA MATERIAL 122 Vi
AND FLANTS DURtN&%qALE (SI&O #Wig)
CONSTRUCTION (REiSRApiiii SHALt 4
REPLACEDAT THE NEN 6RAVE5 5HOP0 499--
-499-- f �497— 0
W-�5 HITH j
�4.
R(P-RAP
wsaED *X*(W HyvpANr
PLANX 8CXT fti SIDE) SHEET.
arv-60aw(ASWAl
GRAPHIC SCALE
A
30 0 1$ 30 so 120
51TE &RADINC7_17LAN
50ALE 111=50,
ENLAR6ED NETLANO"' AREA ( IN rw )
I luch 30 It
I -J
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LIST OF PRAAlN6S:
T.I TITLE I W
CIVIL ARCHITECTURAL
6.1 EXISTUP COND111ON5 A
OR.PLAN
DEMOLITION PLAN AND � `G ErLC
KALL
C-2 SM LAYOUT PLAN
A.2 MAIN LEVEL AND MEZZANINE
0.3 5I1 UTILITY PLAN
FLOOR PLAN
0A SITE 6RAPINS PLAN
EXTERIOR ELEVATION5 AV DETAILS. ., : . �A IN�a P ,
I�,I` L P N
EXTERIOR ELEVA
TIONS AND DETAILS
soft L2 LANDSOAPIN& DETAILS
N IAT AND %I�VQIX
ELECTRICAL
SI L G�N MANAGEMENT
Am"" HI"w"wCTS Em" 'll'"mp" INTERI"o"' Draft , NE'
EA 1-1614TING5 CALCULATIONS PLAN
--T%o M' "ASSACHUS T17S uluu I
A-qu'ft MAIN ST MEET, AGAWAL ML
M .� Aawm �glneerin 1D7 1 , `
AA 41-30
i t:L
T .�
0I
0
IN
EX15TIN6 COMMUNITY
s
BUILDIN& I SENIOR
00,
CENTER
-A.
0 RII
\1 WV. C(IT-4819'
INV. OU)r-483.6'
w—W
N
0,00 X
LIMIT OF AREHI TECTS
LINE
LIMIT OF.
F 0�_�
MIT OF.
NETLANp FLA6
5ANGUT ENIERNEERS
k40RK'LINE
LOCATION (TYP.)
PAVEMENT
IF
31
INTERIOR DES16NERS
PROJECT N4ANA61EMENT
7 'g,VIA.
.4
V DIA, 12
IA.
TP#r> LIMIT
4313 N4AIN STREET
MIT OF F10 NOW INE
4 TP#7
WRK LINE ALEAWAA4. NAA 0 100 1
PF- 489,9'
N TEL- 413. 7EM. 9600
f-/AA - 441-1. tU0. Utiss
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7
488— 5 GUT
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AGAWAM NO=AUTHORITY
DEED BOOK 3WO�PAGE IJJ
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f. TPOS
LK / ,��,
> PA 40W I:? A. 4$9-1
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100-FOOT J",IETLAND
BUFFER ZONE --------
4
TP01 86— 4 PRO& NO. 05-1906
CRASS` GRASS L: — — — —
CRASS
144 55 AMS/RTM
DRAWR
- - — — — — 465 L4 IN
A.
-:6- — I
CHECKM: RTM/DCG
DIA. OMNI 24'DIA, VIA,
tA. D1,k D'ukPISTANC&320' 12 OIA.
48 DIA.
12'Dhk
........wow DATE: 05/30/07
LEGEND vow ow 4w A#- N 12-01A.
V 12.or DIA 485--� FILE NAME \CIVIL\DWGS\C.j
CRASS
LOCUS PROPERTY LINE
GRASS GRASS CRASS REV. 08-08-07
ABUTTER LINE
N
I-OW OF AGAWAM CRASS YOW L114E REV:
LIMIT OF
D6ED GOOK 127jo PACE,2,21
495— tvfAJOR CONTOUR (5 FEET) 04'&A. IrAX MAP KS BLOCK I LOT 5 Tp#2
AREA-66,594* SQ. Fr.
(?-$3* AGII
—496- - - - - MINOR CONTOUR (I FOOT) LIMIT OF
YI LINE IN, 12'DIA,
— CURB LINE N,
&ENERAL NOTE5- PROJECT TITLE:
- EDGE OF SIDEWALK
24'DIA.
— EDGE OF PA VEMEN T 1. EX15TINI CONDITIONS TAKEN FROM PLAN OF EXISTIN6 CONDITIONS PLAN,
4- 5ENIOR CENTER q54 MAIN STREET,A(5AAAM, MA, PREPARED 13Y- COLeR 4
% COLANTONIO ING 55 E30BALA ROAD, NEST 5PRIN61FIELP, MA 01040,DATED,. AGAWAM
- PAINTED TRAFFIC LINE
ON#4 APRIL 16,2001.
- WOODEN FENCE
SENOR
MICHAEtT ANN 2. THE GONTRACTOR SHALL PROVIDE PROTECTIVE FENCIN6 DURINC5 ALL PHASES
OF CONSTRUCTION.
DEED BOOK 9609 PACr 298
_oHw_ - OVERHEAD ELECTRIC LINE 30'0 .1�et kCENTER
W MAP KS BLOCK I LOT 6
ANGaA 3� T14E COWRACTOR SHALL A554JRE THAT SAFE AND ORDERLY TRAFFIC
N,
T 1-1 1
— UNDERGROUND TELEPHONE LINE DEED Bow 1-3892 PACE 96 7 1 CIRCULATION AT THE SENIOR HOUSIN5 COMPLEX 15 MAINTAINED THROU5HOUT
8 SLOW Tft I/ "I I '>
TAX MAP h f LOT 4 CRASS 11� 1 9" MAN 87FIET
�1. 1�1 I \ 1 ALL PHA5E5 OF GONSTRI.KGTION AND PROVIDE THE OMER,A- ND ARCHITECT
W UNDERGROUND WA TER LINE NITH A PLAN, FOR APPROVAL, To ACCOMPLISH TH15 TASK PRIOR TO
4 Ile GOMMENGIN67 GON5TRUGTION. APPROVAL OF THE PLAN 15 REQUIRED PRIOR AGAWAM MA
—404—
G UNDERGROUND GAS LINE �& TO ANY ACTIVITY ON THE PROJECT,
I
S — - UNDERGROUND SEWER LINE GRASS
— UNDERGROUND DRAINAGE LINE DIA. "Amcw GRASS DEMOLITI�LN LEC
1-"1814 42 REMAINS _,Eb1Q/NO
4
REMOVE EX15TIN6 131TUMIN005 PAVEMENT AND HALKE) IN THEIR
511#1 V)
— ELECTRIC METER
Z9 ENTIRETY TO THE LIMIT5 5HOM AID DISI OF PROPERLY.
"sS OR
- FIRE HYDRANT q-t-
GRASS
REMOVE EX15TINO BITUMINOUS, CURB IN IT$ ENTIRETY AND P15POI OF
n
UTILITY POLE WILIGHT PROPERLY. DRAWINGL
-4
CDL) UTILITY POLE ( :a N REMOVE EX15TIN6 TREE(5) IN THEIR ENTIRETY AND DISPOSE or-
N, PROPERLY,
% EXISTIN;4
CRASS �wm *%
GUY WIRE
GR49 46 CLEAR AND REMOVE EX15TIN67 TREE(S), BRUSH AND VEOETATION TO
I.Q: 1 111 1 , THE PROPERTY LINE IN THEIR ENTIRETY AND DI5PO5E OF PROPERLY.
2 GRASS CONDM *' S
CA TCH BASIN 2 1: CRA ON
El
QMVE, &ALV`IIII 46 PEL&Afff EXj5_TIN6 HYDRANT,VALVES AND
fto
!4A!o AND
68- ITS PIPIN5 AS 5HOM ON 5HEET 60� GONTRACTOR TO RErz5TA5LJSH THE
FORCE MAW
r—s *EED D,�94N -495--- BEI46HMARK ON THE HYDRANT OR OTHER PERMANENT LOCATION,
SEWER MANHOLE Ile L Y&%02 SpW"_, s FORCE s s---------—S------------ 11\ DEMOLMON
wv 4 — — — REMOVE AND CAP UTILITIES PER UTILITY GOMPANY REGUREMENT5
mom 6 )
WATER VALVE =499.4 (TYP), PLAN
........... ..........
.. ........ 4��UT.PAV
'ALON6 6UTT LINE 6- ANCULPAVEM
SIGN —49 6UTT CD RA4=49ag' EXISTIN& L16HT FIXTURE, POLES AND FOUNDATION5 TO BE REMOVED,
MAIN STREET ALOI 6PUTTER LIN IMV DVT�493.5' 5ALVA6ED AND RETURNED TO OANER,
122
EOP EDGE OF PAVEMENT
INV W�4.qse (SHLO POV) LI IT EXII 516NAOE To BE REMOVED,15ALVA45ED AND RETURNED To
_vCp s INV OUt-4MV W LINE -7,749-7 b )
I . 5-, -'s__ 1e sop INV, 0037-4, Okftk
DECIDUOUS TREE ------ \11/
a 0— 4z,
s.
Clip .0�
D 0 REMOVE EXISTINO CAR STOP IN ITS ENTIRETY AND DISPOSE OF
CONIFEROUS TREE INV. 114_40r�jl ASS "Eco 159 is
4 PROPERLY.
INV our�40M' NET&T CcaL 09 g
GRASS
DRAIN MANHOLE Ist Kurco w 12, CL50 aL ON tA
w w mM 0 10B ot
w I REMOVE FOUNDATION REMAINS AND FILL MATERIAL P41THIN THE
On
w aw-495.7,
New Co. m 18V W(A)-491.8' FORMERSITE BUILDIN5 IN THEIR ENTIRETY AND DISPOSE OF
HANDICAP PARKING SIGN QNG, SDI Q SID41VAIv w W INY N?91)=4911' PROPERLY. 9)BORAVE BENEATH THE FILL 5HOULD BE THOROI
MASS ------- COJI SWWAW INV W(C)-491.7-(72-RCP) Qoj DEN51FIED (SEE GEOTHECHNICAL IREPORT RECOMMENDATIONS).
#IV W(p)-ozo.(12-11
SwL SINGLE WHITE LINE GRASS CRASS iuV OUT�491.51
CRASS mm=05-3'
vCP VITRIFIED CLAY PIPE INV OUr-4010'
PVC PLASTIC PIPE C.'siss-ED 'x1 oN HmRAmr
FLANGE BI(N/t SDE)
DO
aEV=5OaOI(A$SVME*) SHEET:
Rcp - REINFORCED CONCRETE PIPE
Be — BIT—BERA4 CURB GRAPHIC SCALE
30 15 30 80
E3H #1
- BORING LOCA TION EX15T1,N&_._!20ND1,T,10N5 AND DEMOLITION PLAN
- TEST PIT LOCATION 5GALE: V=50' IN FEET Cal
TP#1 I inch 30
11 1 MIN -Imm'.
I N 1 .11
A
LIMIT OF
P40RK LINE
IN,
PAvED WALK
Em
--LIMIT OF
R I
NORK LIN
'LIMIT OF
100-FOOT NETLAND
489.8'
FF
11,jjj�illll
PlMK L114E EVFFER ZONE ll�l
FF 489.8'
ARCHnEcTs
400w
ENr3tNEEiR5
RIP RAP SLOPE (2
INTERIOR OESISNER5
ROTE4�,TION
ECT NAAN^JF3Eh4Eq`sff
pAVED WALK
_7
430 N4AIN SIREET
pAvf:,D WALK
N'. AMA"AAAA. N4^ C31 M31
+ -7- --AREA DRAIN (TYP)
0
TEL- 413. 785. WiDO
R=2' NHEELcHAIR RAMP 24' 41
(TYP) �SEE NOTE I P VNIDE CONG. (typ, 2
5' HIPE GON6.
0 Tt-.) P,
I HANDICAP—,
FAX -413- 7e)15� E3699
-51DEHALK (TYP�
7' 51DEKALK (TYPJ
%
RELOCATED FIRE
LL (TYP) 6, ei'l HIM "ONC.
GRASS
NOTE 13) HYDRANT
STAMP'
t -L-Ll
R' 14
STOP LINE STOP LINE
0
0
P
'A
MISIASZEK
Oi; C I V I L
R"2 No. 36976
R 2
10' V41PE
R=105'
&ATE
MIN, AT
6UP0 LINE
V�y
%s* 440
Rzt2'
1141
EMER6ENCY OVERFL
""'�HP5 LI&HT F1 -TURE
(Typ) X
ON & POLE HITH
cl-D
13A5E (TYP)
SCALE 201
PROP05ED DETENTION R=12'-b" R=
61-50 NOE
AREA LINt'
KALK (f NOTE 1:3)
PROJ. NO. 05-1906
(D .24 ,
E4.'
----------
+ 24' DRAWN: AMS RTM
p 14
1 2
HANDICAP ?If�-- - CHECKED: RTM/DCG
51 NIDF GONC4
woo 4wwpwm"wxm---0� 4�0 4-wa-wom
SILTFENCE
5 H16H SCREENED 516N (Typ� L
M-21-— - - 2
CHAIN LINK i=ENCE G 51DENALK
WHAYBALE5 f;Z=5'
Li" DOUBLE YELLOpq DATE 0-5/-30/07
/AN ACC, >
.. ..... E55IBLE
CENTERLiNE
t HANPIC P HANDICAPSPAC� -71�
7 5TALL (TY FILE NAME, \Cl\flL\DWGS\C.2
wwo 000000*0081 1
A
"'PANDIC P516N
A
REV. 8-08-07
FEN(E TO FOLLON CONTOM Z.
LIMIT OF PUBLIC PARKIN& SPACES:
(BACK TO BACK) '�
OF 4) _S�L YORK LINE HANDICAP PARKINO SPACES% 21
-A
CL
k4EIR(4m MAX. BETHEEN -l-,777- REV.
Or TOTAL SPACES:
GRA 154
FENCE AW FIN15H ORADE)
SS
GRASS
T
L
r7
OFENERAL NOTES.
I. EX15TIN6 51TE CONDITIONS T AKER FROM PLAN OF EXISTIN Co EN
SIGN SCHEDULE
NcgEl 6 NDITION5 PLAN 5 IOR
DE516NATION- TEXT: R=x
RETAININC
HALL CENTERQ54 MAIN STREET, AGAKAM, MA. PREPARED BY' COLER $ COLANTONJO INC, PROJECT TITLE.
PATIO�� PR
55 BOBALA ROAZ� HE5T SPRINCIFIELV, MA 01040 DATED: A IL 1 00
A\ LEAVE.OPEN
STOP -�IDENALI"' RAILIN&
FOR,TREE
2. EX15TIN67 $ITC- CONDITIONS, COMPILED r-oR INFaRmATIoN ONLY AND ARE NOT
(TYPY
7- -MV TO BE ACCURATE OR COMPLETE. SEE ORI&INAL SURVEY PLANS FOR
LIMIT OF 10' HIVE &ATE ViARRAN AGAWAM
A\ NO LEFT ACTUAL EX15TIN6 SITE CONPITION5, CONTRAOTOR SHALL VERIFY EX15TIN& coNpITION5
NORK LINE IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ARCHITECT IN MITIN6 PRIOR
TURN
WLLAR05 �4
le, PLANT DED TO COMMEW.1m CONSTRZT10N. ISB"
0 ED
E06IN6 (TYPJ .7 '0�
')0 NOT
(TYP. OF 4)
AX L 5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CENMR
PE
RMITS AT LEAST I PAYS PRIOR
DUMP5TER LOCATiON TO COMMENCIN& YlORK AND NOTIFY THE ARCHITEOT, ALL APPLICABLE MUNICIPAL
=J
77- DEPARTMENTS, PRIVATE UTILITY COMPANIES ANP 016 SAM.
u
24, JL L
ENTER
9" MM STRET
ONE KAY 4
V H16H DECORATIVE PERFORM ALL AORK IN A PROPER, SAFE,EXPEPITIOU5 AND )NORKMANLIKZ MANNER IN
A, SCREEN PENCE AGAW^ MA
ACCORDANCE AITH ALL APPLICABLE FEDERAL, STATE AND MUNICIPAL I-Am cOpm
0
-21 U." La i
R AND RE6ULATIONS.
7-7
5. COOI�DINATE THE SITE PiORK HITH ALL NORK TO BE PERFORME y 0
SURFACE FINISH LEGEND -R=5' P D THERS.
SCHEDULE AND SEGUENCE THE JNORK TO MINIMIZE 015RUPTION TO THE SENIOR HOU51N67
15 COMPLEX OPERATIONS. ACOE55 TO THE COMPLEX FACILITIES
7-
T C MAINTAI
N MU5 B NED
0
L -5f TBAC AND PROTECTIVE FENCIN& PROVIDED VURIN6 ALL PHASES OF NE" CONSTRUCTION,
N E j/N t:N I R CENTER
--------- -7. PROTECT ALL BUILDINGS, PAVEMENT, UTILITIES, TREE5 AV LANDSCAPE AREAS, H H
r�r- --------- A IC
1%
(P7- ARE TO REMAIN. REPAIR VAMA6E AND RESTORE ALL ITEMS TO A CONDITION EOUAL
(D E&Af= t I - -
5 PRIOR TO CONSTWCTION.
QD
4'-Ou HIM TO,OR BETTER THAN EX15TINC
RET
CONG E
DRAWING.
1 RIP RAP 5LOPE 8. PRIOR TO CONSTRUCTION,
51t)EkiALKL-- INSTALL CONSTRUCTION ENTRANCE AND ALL MEASUn5
C.5 PROTECTION' REOUIRED TO WNTROL EROSION AS INDICATED ON PLAN, CONTROL MEA5URE5 SHALL
EX15TIN& BUILDIN6
'v PREVIOU5LY REMOVED BE MAINTAINED FOR THE WRATION Or- THE CON5TFWCTION PHASE Or- THIS AORK AND
UNTIL ALL DISTURBED AREAS ARE STABILIZED AITH PAVEMENTS,MULCHES, OR PLANT SITE
\fj 6ROATH.
SET
AYOUT
DRAIN
I q� 5AACUT EASTIN6 PAVEMENT AND MATCH EX15TIN& 6RADES AS SHOAN ON VRAHI"S.
MANNOLET GRASS
44AIA;
CONC. PAO.% PLAN
!�rz CONCRETE CURB UNLESS OTHERHI51! NOTED.
2)
10. ALL LURSIN&TO
5' HIM &ATE
ALL HANDICAP/MEELCHAIR RAMPS SHALL HAVE DETECTABLE N ND
SHALL COMPLY V41TH THE LATEST MA55 H16HMY cONSTWc.TjoN TA A 0 0
INARNINC PA EL5 A
S NP RDS SH AN N
PRAY"NaS M/E 101,2,IR AND M/E 101,65R. SEE SHEET Ob FOR ADDITIONAL DETAILS.
77—
F16K=
+ I T- TH119H SCREENED SITE CONTRACTOR TO CONFIRM RESPECTIVE PAP 5IZeS Y41TH LOCAL UTILITY COMPANY
Ell.2
I&HTIN6, T '
136LLARb L' CO) VENERATOR MANUFACTURER PRIOR TO CONSTRUCTION.
CHAIN LINK,FENCE AND C
7
ly
15. CONCRETE AALK 514ALL BE DYED RED AND 5TAMPI:12 IN A NNI N ATT A
60 TOPWIL V41TH 6ATE
KT5. RV N6 E30 D P eW
STOP LINE—
GRASS
HANVIGA-,l,,, *�___'- SHOYft
r!N
9
KA
14� ALL AREAS DISTURBED By NEK C.ONSTRUCTION NOT CO\jEF V BY BUILDIN&S, PAVEMENT,
�R=2
SIX LANDWAft x AALKS OR LANPSCAPIN& SHALL BE LOAMED AND SEEDED IN AC, ORDANCE ITH
..2
6 LAND50APE PRANNrv5.
V�' '.;': 9 i
R 26'
15- ALL EX15TINOSITE MATERIALS Brz[N& REMOVED FROM KEN CON5TRIJOTION NOT Belwo
Z TRANSFORMER REUSED ON SITE TO BE LE&ALLY DISP05ED OF OFr-511'E BY THE CONTRACTOR.
\6 EXCESS TOPSOIL TO BE-RETURNED To THE TOAN AT A LOCATION TO BE DETERMINED.
PAP (SEE NOTE
51c7N (T�ff KO
12)
16. CLEAN UP SITE ON A VAILY BASIS AND AT THE COMPLETION OF THE PROJECT.
241
AtC,
GRASS
t�AMN 1-56-YALLY DISPOS5 - ALL DEBRIS OFF-slTe IN ACCORDANCE NITH ALL APPLICABLE
or
6. HIM (TYP) LOCAL STATE ANV� PEPERAL LAN5 AND REWLATIONS.
016 5AFE NOTE: '00 ,C��HAL"
%iii '—INLET PRoTErTioN
UTILITIES ARE PLOTTED FROM FIELD LOCATION AND ANY (TYP.) BOLLARD5(PLAZZ
SHEEt
RECORD INFORMATION AVAILABLE, AN05HOULt? BE \\-R=5' R LOCAL UTILITY
PE
4 4 ' REGOIRZEMENT)
CONSIDERED APPROXIMATE OTHER UTILITIES MAY EXIST
HIC SCAM
J-I-AciPOLE /77
AHICH An NOT EVIDENT OR FOR HHICH RECORD 0 .1
INFORMATION HAS NOT AVAILABLE, CONTRACTOR5(IN LINE, �IN/ BASE R=10' 20 0 10 20 40
P�
ACCORDANCE A" MA55.6,1-. CHAPTER W SECTION 40 AS
14
AMENDED) MUST CONTACT ALL UTILITY COMPANIES BEFORE
4 p,:;::20, FZ77 --77,77, 77
EXCAVATIN6 AND 0RILLiN6. ALSO, CALL '016-5AFE" AT "" ' '. - m -
R=20*
K LINE
7-T
)PE
IN MT )
Ift&)$44-1255 10560&-SAFE. STATE-RDUM, VD R=20'
I in0h 20
(SHLO #2239) .........
m IN I ml 1110-01- NORK LINE
C:F
...... ....
RIM-4089.4'
wy, OUT-4n6*
lot
W--
REMOVE TH15 LINE OF ER05ION CONTROL
AF-TER THE PI56HAR(5F- PIPIN0, FLARED
END 5TRUGTURE AND 5PLA5H PAD HAVE
w 6" 0 PIPE
13EEN COMPLETED AND AREA STABILIZED
ARC141TECTS
FT EEPER LEC OA5 OA5 OA
6TRIGAL 2END -77,T� ENEANEERS
�,ert, 0- 14-a
H-q Ft I
W
5YME30L DE50RIPTION
3 O�A3 INTERIOR 13ESIBNERS
3/4`6,, 2-#10 + 0106 V- 11
H-1
E5 # FF- 4890 RRE:uECT MANASEMEW
n2 I"C' 2-#e) + #56 10,
I'C,, 2-#b + #66 51 T FENCE AREA SANITARY
BALES MANHO .Jjr OB
DRAIN r's , 430 NWN STREET
Tm
I"G, 3-#62 + #rbe (TY (TYP.) (1yP.) H-1
AEAWAM. MA 0 1 CIE]1
1-117'6, 4-#& + #66, OAH 5MH #2
�,-15 4) PIPE- (011 4) PIPE -60 4) 01 PI
ONH
01 H-6 FAX 413. 786. E3599
00 -&n fit AD #2 H 6
n FIRE HYDRAI
EMER:5ENGY/ 4 RT
OAH
OVER 0.6 OAH W' 0 PIPE OAH
H-1 101 1
H-6 STAMP;
E V -E -E
SANITAR"( 5TRUCTURF-5 GOTLET -7
1) PIPE --1.1. A
4-�4cbmm 4 4
50HEPULE \�V 5MUCTURE EXFILTRATION CHAMBE -- - - - - -- - - 05 c1f3 #10
4 10" �P PIPE
SYSTEM #5 (11 ROMAQ H--7
SMH #1
12" 0 PIPE OAH
CHAMBERS IN EACH) HL$7 4 H-b
DWM H i�SFCB #cI pirl4ikpl�
INV, IN=485.40 's-\ D1
INV. OUT=4,65.55 INSPECTION V 0 PIPE T. MiStASZEK M
PMH #14 OA5 10 clvll� 0
1;.N, 4( PORTS SEDIMENT ISOLATION RON H-11 CIA 110. 36976
FLARED END 5TRU(TURE
101, (p
SMH #2 (TYP. OF 12) EXHILTRATION CHAMIEBEER @ OAH
15" (p PIPE vMH 5Y5TEM #5 (1 ROImIS/5 PIPE 14-4
wl-
INV. IN=464.60 . .CHAMBER5 IN F-ArH) I It
FES #3 DMH 46 OA14 121, (P PIP OA5 r
INV. OUT=4b4.5!5 H-11 OA5 9 E
E E
H-4
RIM=4eAA±�EXIST) ST ST
EXIST. Smfi 9 TE H-11 H-11 0 H
ST r sr sr sr
s., x SCALE- 1 .30'
+ ;--:x OA5 06#0
INV. IN=4133,1 x 10" o PIPE 15' 0 P PE
INV, OUT=469.6 (EXIST) OM14 #12 12N
TRAP PMH #13 OA-3 Awwo" A5 OA5 PI FE5 #1 PROI NO. 05-1906
FES #2- ` H-11 2 �2
0 L T 00 .......WdW� ......0 11-2 H-2
wo OW irl.- E E E E
50 DRAWN. AMS/RTM
\\-DMH #5 OA!5-pe, (P PIPE=- OAH
logo
-- -- H-2 12 OA5 w I H-4
PIPE
DRAINAGE 5TRUCTURL-5 5(fHE-PULE- H-2 CHECKED. RTM/DCG
6" 0 PIPE 65 #5 t -SEDIMENT ISOLATION RON
CB #1 C13 #q DMH #4 DMH #11
C,'.f
RJM=4cI6h RIM=467.55 RIM=455.4i RlMz4bl.2± IN5PE6TION PORTS 4� �5,, o'PIPE PMH DATE, 05/30/07
INV. OUT=446,3 INV� OUTr,484.15 INV. IN (E)=454.1 INV, IN Z=4645 (TYP. OF 12) 5MH #1 #q PMO 1410 INSPECTION PORTS (TYP. OF W
INV. IN(NN)=485�0 PMH #41 6" 4) PIPE 2 EXFILTRATION CHAMBER FILE NAMF- \C1V1L\DWGV�C.3
CS #2 05410 INV. IN H=403A5 4" o PIPE 101, (1) PIP 4 SYSTEM #4 (6 Rom/5 6ENERAL NOTE5!
RIM=441cl.1 RIM=40155 INV� OVT=49>4.4 INV. OUT=4651 SEDIMENT 150LATION PION OAH 6 - 121, ip PIPE 560 CHAMBERS IN EACH) i� Rerm TO DRAHiNc, 0.2 FOP, ADDITIONAL 6ENERAL NOTES. REV. 08-08-07
_771 INV.=4f .
CE344
INV. 1N=415.6 INV� IN--465D I H-5 INV.=455.15
PMH #5 VMH #12 lv�-3 -
INV. OUT=+15.6 INV, OUT=4D4.55 RIM=4aD.4i RIM=4514,li OA3 OA5 OAH :2. TOM 5TANPARP5 5HOULP BE FOLLOAIED FOR 51TE UTILITIES. PETAII-5 A5 5HOAN IN
INV. IN:;48!?.4 H-2 REV:
INV. IN (4=4V5.2, 2 0 PH-4 6ENERAL REFLECT TOViN STANDARDS. SHOULD THERE BE ANY LOCATIONS HHERE
EXIFILTRATION 0HAMfM:-1r--pR- -R-� 1 11 - I--
613 #3 AD #1 INV. OUT--44e,5.4 INV. IN (N)=453.55 o PIPE THESE STANDARD$ CANNOT BE ADHERED TO DUE TO 51TE CONDITIONS, THE
7-
RIM=4ql.O RJM=4b1b INV. OUT=455.55 I- T I -=,=r5;7j 1, !Z � - CONTRACTOR SHALL NOTIFY T14E ARrHnCT PRIOR TO COMMENCING CONSTRUCTION.
SYSTEM 442 (18 RON5/1 0 PIPE
INV. IN (NE)r4415.2 INV. OUT=465.5 PMH #(? CHAMBERS IN EAGH) 2
DMH #3
INV. lK N=4ci5b RIM=45151 PMH #1!5 5. UTILITY SERVICES TO EX15TINO FACILITIES SHALL BE MAINTAINE12 AT ALL TIMES DURIN&
INV. OUT=4q5A AD #2 t �p Pi
INV. IN=4&4,4 @0 SEDIMENT 150LATION AD #5t4 -04 - --------------- L5-A NEA CONSTF-14TION.
Nr r-vREA5E TRAP(SEE NOTE q)
RIM=451b INV. OU'174aS.11 INV� IN=462.1 ROPq (TYPj (9114P PVC @ 5=05% PIPING BY PLUMBI PROJECT T]ITLE!:
2 OAH
CB #4 INV� OUT=4et5.25 2 CONTRACTOR 4. ALL PRAIINFIFE TO BE H16H PEN511Y POLYETHYLENE FIRE, UNLESS NOTED 0114EMISE.
INIV, OUT=4a2.-I H-5
RIM=481,5 PMH #-1
I --- - --- ---- FOUNDATION DRAIN (TYP)
INV. Nia465.2 AD #3 -4-r 10' OUT 13Y PLUMBIR��/"�- 10-
RIM=45*1.1± DMH #14 OAH 1 11 5. ALLDRAIN PIPING FROM INDIVIDUAL DRAIN DOOT5 TO A CATCH BASIN OR MANHOLE
INV. OUT=485.0 RIM--41A.1 INV. INH!z4b5.5 RIM=451'11 H-5 OA5 2 j CONTRACTOR(INV.=4&,5�(55) CONTRACTOR INV,=4b5,15) DRAIN BOOT PIPING SHALL BE 6" PIAM., UNLESS NOTED OTHERAISE. AGAWAM
INV. OUT=486.5 INV. IN (NV4)=4W.!B IW. IN (N)=464,45 H-5 ------------- ---------------- ---------- (SEE: NOTE 5)
CID#5
INV. OUT=4,D5.I1 NEN 5ENIOR GENTER 6. ALL HATER PIPE TO BE VOI)BLE CEMENT LINED, BITUMINOUS COATED, PUCTILE IRON PIPE
(W. IN (140=4D4,25 ---------------- j , DRAIN E300T 20 L- SENK)R
RIM=485.0 VMH #1 ------ ------------ --ve?---------- I NITH PUSH ON JOINTS, CLASS 52 OR 6REATER,UNLE-55 NOTED OTHERAISE. FURNISH,
INV. OUT=465�2 RIM=4417.�3t VMH #8 INV. OUT=454.2 10" 4> PIPE cm UNDER51-A13 DRAINAGE (Typ. OF 16) INSTALL, TEST DISINFECT AND FLUSH HATER 015TRIBUTION SYSTEM AND
INV� IN=*14.4 RIM=456.5i 5Y5TEM 12' 0.0 (TYP) APPURTENANCES 11HICH CONFORM IN ALL nSPECT5 HITH MUNICIPAI- REOUIREMENT5. CENTER
�,j
CID #6 INV. OUT=4125 FES #1 DRAIN MAN )LE CONFORM TO THE LINES INDICATED ON THE PRINAING5 AND PROVIDE A MINIMUM COVER
R1Mz4&8.O INV. IN:!t464.2 INV.=4b4.l5 I -------
I W. OUT=4b4.1 OF 5 FEET.
INV. OUT=465.0 PMH #2 FES #2 VMH #1 ---------- ------ ------------ OENERATOR
RIM-.4145,bt DMH #cI 05 #5 . - --11-1 1 .11111.11 -1. ALL SANITARY PIPE SHALL BE Pris/C SCHEDULE 40,UNLESS NOTED OTHERMSE. AHERE 9M MM SIRMT
INV. IN=450.5 INV,,=485�25 ---- all 0 PI�,E CLEANOUT (TYR) SEE NOTE 11 COVER OVER THE PIPE 15 LESS THAN FOUR (4) FEET, RIC71D INSULATION SHALL BE AGAWAK MA
RIM=486.5i FOR EACH LINE SEE NOTE 10
RIM=4bl,S INV. OUT=4,555 INSTALLED ON THE TOP AND SIDES OF THE PIPE OR AS DIRECTED BY THE DEPARTMENT
INV. IN::485.1 FES #5 OA5 2-4-0 PVG CONDUIT (COMMI.INIOATtO145) OF MBLIC, HORK5.
INV. OUT::4845 PMH #3 (60" DIAMJ INV. OUT=4e6.2 IW.=464,0 7 H-5
10, 1� 4-4"0 PVC, CONDUIT (PONER)
CD #a RIM=4641.2t PMH #10 FES #4 OB 1 05 0V DI HATER LINE a. FOR EACH DRAIN MANHOLE, PROVIDE A MANHOLE FRAME (202.1.0) AND COVER
RIM=401.1 INV, IN (NE)=466.2 RIM--455.1± INV.=462.05 ��-10- 0 PIPE H-3 1 H-3 (202.6,0) BEARIN65 THE LE&ENP �DRAIN!$.
INV. OUT=404.6 INV. IN (E)z4a&O 2 2mo TYPE K COPPER
IN (N)=4&5.1 INV. IN W=4654 12 INSPECTION PORTS X--- *% 9 1,117 0 DOMESTIC HATER LINE OUT OF THE EXTERIOR 5REASE
INV. IN 0=464h5 I- - 00 41j 1. 51T`E CONTRACTOR TO PROVIDE STRUCTURE AND PIPINC
INV� OUT 00=455�0 INV. OUT--454.bS 0.1 (TYP. OF 6) E -E TRANSFORMER INTF-f;V�,EFTOR, VENTIN& AND INLET PIPIN& TO Be FURCHA5ED ANI�k INSTALLED BY THE
--- ---- \10, OA3 OA5 PLUMBIN& CONTRACTOR.
INV. OUT(5);:484.55 EXIFILTRATION CHAMf3ER I . H-1 OAH
SYSTEM#10 ROH511 --- ---- OA5 H-I
CHAMBERS IN EACH) in 44 H-i 10. GAS SUPPLIER TO FURN15H AND INSTALL NEA &A6 PIPE LINE BETNEEN EXISTINS 6AS
=-JJ
2 to" 0 PIPE 2-4"4) PVC CONDUIT (FOHER� MAIN AND METER AT BUILDINCY. SEE PLUMBIN& DRAAIN6S FOR DETAILS AT THE METER DRAWINQ-
AND WNTINUATION OF PiPIN6. TRENCHINO AND BACKFILL FROM MAIN STREET TO
IMENT 150LATION RNI`4 ST ST 'ST 0 #1 FIRE HYDRANT METER BY 51TE CONTRACTOR, TnINICHIN0.5,BACKFILL AND PATCHIN6 ACRO55STATE
00 H16HAAY BY &A6 SUPPLIER. 6A5 !5UPKIER TO OBTAIN PERMIT FROM MASS HIORNAY.
I. SEE DETAILS 10 AND 11 ON SHEET 6.1 FOR INLET AND OUTLET PIPC- SIZE AND INVERT INFORMATION #
FOR EXIFILTRATION CHAMBER SYSTEMS AND SEDIMENT ISOLATION RoNs. 21(Y' &LE2@9f�mlm 6,13 2 14, SITE
------ ------ jaEco-116 s S fs s S- S S--S-S 20'SE PQRX MAIN SANCUT PAVEMENT AS REOUIRED TO INSTALL NEH HATER LINE AND CONNECT TO
4*SEV*VA POR AW s ----------�s
Wmrco EXITIN6 MAIN LINE. PATCH ROADHAY IN ACCORDANCE HITH MASSACHUSETTS Hl6HHAY
2. PRIOR TO iN5TALLINC7 EACH EXHLTRATION CHAMBER SYSTEM, THE CONTRACiTOR SHALL EXCAVATE- I - vEco jjj UTLff T
R 5 EC ON a 499�4' DEPARTMENTSPECIFICATION, SECTION 4-12, BITUMIN%Q§ rgpU�ETE R J?A CNIwa.
THE AREA POAN TO THE T14E PROPOSE-PBOTTOM ELEVATION OF THE 5--r5TEM FO IN F T1 Y FG T
............
THE EN61NEEK THE CONTRACTOR SHALL 6fVE A 46-HOUR NOTICE TO THE E"INEER, HHEN THIS� It- --.1-1.-
AILL OCCLR. 0HAN6E5 TO THE DE516N OF THE EXFILTRATION5Y6TEM MAY BE nQVIREP IF ANY A �ATC,-fl DANN o 5ANGUT PAV ENf 12, SITE LI&HTINS INCLUVIN6.5 FOLE PROVIDED BY ELECTRICAL CONTRACTOR, REFER TO PLAN
OF THE FOLLOAIN& 06 (TYP) MAIN STREET , I L ELECTRICAL PLANS FOR FIXTURE TYPES AND DETAILS. LI(5HT POLE BASES PROVIPW
-,I,, �- - W-1-11-1 I ..............
tax
A. SOILS ARE ENCOUNTERED THAT AIRE HYPRAULICALLY DIFFERENT THAN HRAT HAS ASSUMED ....... DY SM CONTRACTOR.
INV.IN-49.%6' (MLO 122,39) J
9 1 YV /A( 486
INV, OU'r
IN THE STORMATER CALCULATIONS. -495,2* INV DU746wi.
vcp 15. ALL ELECTR16AL AND COMMUNICATION CONDUITS (AITH FULL STRIN65), PROVIDED BY
13. A H16H.ER SEA50NAL (5ROUNPAATER ELF
-VATION IS ENCOUNTERED (6EASONAL HI&H BE BURIED A MINIMUM OF 156" BELON FINISH &RADE AND
3ELOA THE BOTTOM OF THE wi, TRENCHING AND BACKFILL BY SITE CONTRACTOR.
GROUNDAATER ELEVATION MUST BE A MINIMUM I FOOT L ELECTRICAL CONTRACTOR TO
EXPILTRATION CHAMBERSYSTEM), WOO 1 115 0- BEDDED IN SANP�
INV W=491.2r NEW CO. 709 w-
0. ANY UNW[TABLESOIL 6 ENCOUNTERED AND FOR ANY REASON, IT 15 NOT SIBLE TO 0Hw W-OW14
FEA OH of 14. ELECTRICAL CONTRACTOR TO PROVIDE 0ONTINUOLr5 METAL 5Y4EEP5 AT ALL UTILITY
REMOVE ANO REPLACE IT. sv, -w NET& f0a
Ww --------
Is# Ila w 12- 0 Dj. INV
w 1z;
NET&T cono w T�5 w INV 49A 1 15. METER, PRIMARY PONER AIRIN6 AND TRANSFORMER PROVIPED 5Y LOCAL UTILITY
10V W(C)-401.7-(12-PCP)
wv Imp--49Z (12-RCP) COMPANY.
W oul�-49LV
5"x &"x 8" TAPPIN& RIM-49aX I(b. CONTRACTOR SHALL CONTACT AGAHAM DPIN REC7ARPIN& THE HATER CRO65INry THE
5LEEVE V41TH VALVE 1W our"szol STATE HI&HAAY (MAIN STREET) AND OBTAININ& A ROAD COT PERMIT. A(5AAAM PPA
SHALL OBTAIN THE ROAD OPENINC7 PERMIT FROM MASS HI&HKAY. CONTRACTOR TO
CHISELED -X'ON HMPANT COORDINATE ROAD OR0551N& AORK HITH OTHERS IN OR-PER TO MINIMIZE PISRVnON
FLANGE Mr(SIC WOE) NEN ROLE AND OVERHEAD OF MAIN STREET.
0 16 5AFE NOTE: ELEV.ft500.00'(AMMED) HIRIN& BY LOCAL UTILITY 60.
VIOMESTIC HATER LINE 10-FEET OUT FROM BUILVIN& BY PLOMBIN& CONTRACTOR. FIRE
UTILITIES ARE PLOTTED FROM FIELD LOCATION AND ANY PROTECTION SERVICE 10-FF-ET OUT FROM BUILDIN& BY FIRE PROTECTION CONTRACTOR.
RECORD INFORMATION AVAILABLE, AND SHOULD BE
CONSIDERED APPROXIMATE, OTHER UTILITIES MAY EXIST
NHICH ARE NOT EVIDENT OR FOR HHICH RECORD GRAPHIC SCALE
INFORMATION AAS NOT AVAILABLE. CONTRACTORS OK 30 0 16 30 80 12D SHEET!
ACCORDANCE AITH.MAS5451. CHAPTER 62 SECTION 40 AS -------
AMENDED) MUST CONTACT ALL UTILITY COMPANIES 5EFORE SITE UTILIP( PLAN
EXCAVATIN6 AND DRILLIN6. ALSO, CALL "016-SAFE" AT 56ALE., 1"-30'
1(866)31344-1233 11066)PIC-7-SAFE1. IN MT
I inch 30 ft.
t(D!
'k
Cn3
imp@ w ONSIMP"Oft I I low"I limsm.
V
..........
.............
f
x
ILTFE z
E
AYB LES,
)kRCHrrECTS
"Fld5 ENEHNEERS
__FI06 INTERIE3114 13ESISNBRS
PROJEL-r MANABIEEMENT
F IN\/,
T
4:313 MAIN STREE
2.0!k
MATGH EXI5TINry ABAWAM. K4A 0 100 1
ROAE)KA) 61RAVE
TLAND FF 489.8'
100, NE 4,T 5AYqrUT
M T61) EX15TIN(v BUFFER ZONE Fr- 4890 TEL . -413. 7E3E3-. 95130
jr� 413- 7aS. E3699
FAX :
ISYY 6RADE
AT N6 T
5MH RIM=45
STAMP:
'Ile
4W t
A RIM= N
EME Noly 4WA
RIM=;4bl.8
OVERFLON
@ 465.5 7 a MISIASZEK
J-1 civic
3697
-487-
L
7 7- PMH RIM
i C13 RIM-4 DI 55 CE3 RIM=461.55
=46&5+ VMH RIM PMH RIM=4,5-7.5±-\ 66 RIM=481.55
=455,1± GI5 RIM=46-73 PMH RIM=4&'7.-I± 486- SCALE. 1" 30'
- - - - - - - - - -
-489 r4-0-t-.41 FAA�-
PROJ. NO.
05-1906
r\
100' 11�ETLAND -J
BUFFER ZONE &0
DRAWN: AMS/RTM
....................
RIM CHECKED: RTm/ocG
=4� �-1.2±
66 RIM FES INV.�45�.15
ow dip
'fflm* y 'lye A 05/30/07
=455.0 DATE:
SEDIMENT TRAP
FES INV.�: 4&4.0 Gf3 RIM=4bl.1 FILE NAME. \ClVlL\DWGS\C.4
OVTLET @ 4535
r MH R�M
FES INV.= 4,55-25 REV: 08-08-07
I i & 1-1 �, &96T
1 71.1 YL k /7w< .
co RIM= a.0 5MH RIM=4bib.cli //X ---, PMH RIM=4b It
1�gm �l '�l REV:
VMH RiM=4&5.4± DMH RIM=4&b.54--0
kgo 43
-J�..........
V. EIM
66 66 GS RIM=4615 OENERAL NOTES:
PROJECT TITLE,
ji�
co
5TA51LIZATION OF ALL 5LOPE5 OREATER THAN 5:1 MAY REQUIF
�e COCONUT FABRIC UNTIL
PMH P,[M=4bq2±-/
(Do Co �A cp VEC5ETATION HAS BEEN ESTABLISHED. THE CONTRACTOR SHALL PROVIDE SUCH STABILIZATION,OR
4M.1
APPROVED EOUAL, IF REOUIRED. AGAWAM
�6.f. 4qO.25,
'AD MANHOLE,
R
--493 4b!.1 GOVER5 AT' SENK)R
FINISH-6RADE
6ENERAL AF-TLAND NOTE5:
V
[ME r -� " \ - CENTER
N
F\�--------- 1, THE CONTRACTOR 5HALL PLACE ER0510M CONTROL BARRIERS AROUND THE pROpOSED NORK IN
THE AETLAND AREA PRIOR TO THE START OF CONSTRXTION UNLESS NOTED OTHERINISE.
RIM=
met
9" MAIN STREEr
2. THE TOP 12" OF SOIL FROM THE ORINNAL YiETLAND TO BE TEMPORARILY DISTO;MEP MUST BE
L TRANSPLANTED AITH SOIL STRUCTURE - F-5PE(�,IALLY LAMINATION AND DENSITY PROFILE AS AGAWAK MA
INTACT AS P0551BLE BACK TO THE ORIGINAL AREA.
sl
3. 501L MATERIALS TO BE REUSED (FROM THE TEMPORARILY V157UR ED NETLAND DURIN
Pe _zAi a C,
r v
On' CONSTRUCTION) SHALL BE REMOVED AND PLACED IN AN AREA NOT VISTUR5EP BY CONSTRUCTION
F-.F.F.1 505-9� AND REPLACED KTHIN ONE DAY. IF THIS 15 NOT POSSIBLE, THESE 50IL5 AND PLANT MATERIAL
SHALL 13E 5TOCKPILED FOR THE MINIMUM AMOUNT OF TIME AND KEPT L005ELY COVERED AND
MOIST AT ALL TIMES.
4 IN ADDITION TO THE ABOVE A NEA ENGLAND NETMIX AVAILABLE FROM NEV4 EN&LAND NETLAND
PLANTS, INC.,AMHeRST, MA, OR APPROVED EGaJAL, SHALL BE SOAN f5Y THE CONTRACTOR OVER THE
DMH RIM=4ql.3i RESTORED AREA AT A RATE OF ONE (1) POUND PER l0000 soumzE FEET.
ll�STALL ION CONTROL M 5URE57 GI3 PIM=4ql.O DRAWING:
AF TER Ff L 6RADING AND LANTING 5. A YeTLAND SOIENTIST, HIRED BY THE CONTRACTOR, SHALL VISIT THE P15TURBEDiREFLAC'Ev Af;mA
00 RES -D NETLANP AREA MONTHLY FOR THE DURATION OF THE FIRST 61ROVAINC7 SEA50N AFTER REPLANTINO TO DETERMINE
THE NEED FOP, IRRIC7ATION AND ADDITIONAL FERTILIZATION AND To INFORM THE CONTRACTOR OF
05 RIM= THESE REOUIREMENTS. SITE
AW 4clei I
a.,IF 1.1
JIM 6. EROS40N CONTROL MEASURES NTHIN THE AETLAND AREA SHALL BE REMOVED UPON STABILIZATION GRADING
OF THE RESTORED AREA TO ALLON r-REF CIRCULATION OF NATER BETAEEN T44E RESTORED
INETLAND AREA AND THE ADJACENT, NATURAL NETLANP.
kp
PLAN
aftmam-40 7. THE MTLAND SCIENTIST 5HALL IN5ncr THE viSTuRBrv/Rt5ToREv ACTLAND ARE!A TY410E EACH
YEAR, DURIN6 LATE SPRING AND MID TO LATE SUMMER OF THE FIRST THO FULL 6RONING 6EA5ON5.
- -- ---- THE SUMMER INSPECTION SHALL INCLUDE A VEGETATION SURVEY TO ASSURE THAT AT LEAST 15% OF
=4qbb THE V4ETLANO AREA HAS BEEN REESTABL15HED AITH IM&ENOUS AETLAND PLAMT SPECIES NITHIN
...... ............... ��RRJM=455.5 v- THE TyqO 6ROANC7 SEASONS FOLLONIN6 REPLANTIN6.
305 5F TEMPORARILY pj5TVp
,BED MATCH EX15TING -499-
kqETLAND AREA (REMOVED MATERIAL RO MAIN STREET THE CONTRACTOR SHALL COMPLY Y�ITH ANY AND ALL REOUIREMENT5 SET FORTH BY THE A0AKAM
........................ MATCH EX15TINC7- -
AND PLANTS VURINr-, SHALE
UTTER LINE ... .......... 5U E NS
....................
. ..... ROADNAT RAVE CONSERVATION COMMI5510N VIA ORDER OF CONDITIONS OR OTHER C H M A
CONSTRUCTION [RE&RAPIN61 SHALL BE (SHLO 42239) L.....................
REPLA6EPAT THE NEN ORAVE5 5HONN) ............... ............................................................ ................. A�'60titk
..............
.......... .............
- - - - - - - - - - 496
-497- 0
KE5 NITH
F�P-RAP P P
k4
--------- �Ao
CHIMED *X* ON HYDRANT
FLAW--SOLT fn/r SIDE)
ELEV.-500,00-(ASSUAIED) SHEET.-
GRAPHIC SCALE
30 is 120
SITE &RAVIN6 PLAN
5GALE 111=,301
ENLAR&ED NETLAND AREA IN FEET
5GALE I 11-IL-)l I inch 30 & Gm4
PAVED WALK
------------
LK
GRASS
.. y
: .
EH®.®G
INTERIOR GESIENERS
DETENTION AREA GRASS
1s°a
, n
STAMP:
IA. T. MISIASZE'
,ar arw r awReM WFS + - — CIVIL
fee. 3W6
_
8" DJA.
�r + PG GRASS SCALE- 1" = 20)
T
GRASS 4 66 -1906
+ �
DRAWIt AW/°IAEB'
(5,Yrlri CHECKED: RTM/DCG
f
{ w
r REV: 8-y -0
C
. :,
'�4"' 01 A._ �
rz
,
REV.:
CR +
t
PROJECT TITLE;AGAWAM
0" DIACENTER
NEV-4 SEN[0 R G. ENTER
SENIOR
"
STMU
GRASS
2
Ilw PN V OAS
+ '
r ,uu ♦ *° f
1 "
TM
WHR OLF
GRASS WHIR I
m (2XP LANDSCAPING
Z pp
�- +
PLAN
400
ms I
EN L NOTE-
GRASS ALL PIm.ANTIN65 MU T SE MAINTAiNEV AND THAT PORTION OF THE PUBLIC NAY
i D+BI TTIN& THE'PARCEL AND INCLUDIN THE TREWELT 5HALL BE MAINTAINE
ps IN A SAi=E AND A, TIVt CONPITION Bad"" THE OWNER OF THE PARCEL,
3o" DNA
4
a w 4ft
, 'A+a..ea�ar wwr s +sw aas ter.,er ar. .+� '�'
++ „„ •r.war�ry■,...� wrraoa.ww+.rw arsar: .�:a..
{ +.++. si
. a.aAS
T
IN STREET �
STA- E .,RECITE 15J,,.�;,,VARJABLE""WlG� t „
{SHLG , 2239
......°. ...... , ...
��II�ET
B �.._...
GRAPHIC SCALE
GRASS, GRASS � 0 1$ za 40 00
o cRAs w
q GRASS GRASS;
IN FE9T Lal
GONG SIDEWALK __ _ _
101111 1 IN W I WIN
PLANT MATERIAL L15T SCHEDULE
00,
KEY BOTANICAL NAME COMMONNAME SIZE QUANTITY REMARK5
EVERGREEN TREES
lot P& PICEA &LAUCA 'CONICA' OMf;?r- ALBERTA SPRUCE 2 - 5 FT.
PF P1r..EA PUN(PENS 'HOOP511' HOOPS OLUE SPRUCE 5 - 6 FT.
PN PINU5 NI&RA AUSTRIACA AUSTRIAN FINE b - I FT. 2
CUT AND REMOVE
X
TOP OF BURLAP TO THUJA OCCIPENTAL15 N16RA' PARK AMERICAN ARBORVITAE ' 5 - 6 r-T. :20 4 5
SHAPE TREE5 ARcHnIECM
MULCH
ENEHNEERS
N AF ACER PALMATUM PI55ECTUM ATI;ZOPURI�Uf?.EUM RED GUTLEAF -JAPANESE MAPLE 5 - 4 FT. I a 4 B
'REP SELECT'
SET TOP OF ROOTBALL INTERIOR DESIBNERS
\\0 AT FINISHED GRADE 'BN SETUILA NIGRA HERITA6E CLUMP (5) RIVRE, CLUMP SIRCH 61 - 10, CLUMP t 5 4 5 PROJF-cr MANASBAFMr
01 / 91
6T 6LEDITSIA "TRIACANTH05 INERM15 '5HADEMASTE 5ILVIER MOUND ARTF-MI51A 2" - 21/2" CAL. 2 B 4 B
EARTH5AU6ER
NEED CONTROL FABRIC
430 MAIN STREET
ALUM114UM E96IN6
FLONERIN6 TREE5 ASAWAM. MA 0 100 1
FIN15H GRADE
FINt5HEP 6RADE 9500
PC PYRU5 CALLERYANA 'REP5PRE' FEAR 2 2 1/2" CAL. 2 413. 7SEL 131599
WOMIK I ZLLI-N 'MNVULA' FAX �
--------- NEEPIN6 H*AN CHERRY 2 - 2 1/2 FT. I D 4 5
/---- ------- MULCH
�/x
DECIDUOU5 ME5 STAMP.
15" TOPSOIL
M=-T: I7[—==
IT
ACER SACCHARUM '&REEN MOUNTAIN' SUC7AR MAPLE 21A - 2 1/2" 0,6L.
PLANTINO �011- MIX AS 4
I;;tJ5 CANADEN615 '17ORE5T PANSY' - 1 142w CAL, CONTAINER
00 61 RED 5UP
CIR CORNU5 KOU5A RUTOERS 5TELLAR PINK 'RUT6AN' Doomov 211 - 2 1/211 rAL� 1 6 4 B
- -- jw T. WSIASZEK
Flo PRAXI" Pr:N?45YLVANI0A 'PATM0RE' OREEN ASH 30 - 5 1/2*' 5 13 4 B CIVIL
36976
t SHRMS
BALL DIAMETER + 12" AB AZALEA 113LAAL"15 PINK' AZALEA 2 CONTAINER
CIP CHAMAECYPAR15 P15JFERA-'BOULEVARP' BOULEVARD M055 CYPRESS 2 - 5 FT. '7 SCALE. AS NOTED
x JUNIPERIJ5 CHINEN515 'SEA6REEN' SBA6REENJUNIPER C? 545
I_F LEUCOTHOV 17ONTANEVANA 'RAINDON' PROOPIN& LEU00THOE 15"- 24" 2 E3 4 B PROJ. NO: 05-1906
P11 PIER15JAPONICA JAPANESE ANDROMEDA 2 - 2 1/2 FT. 1 5 $ 5
r2-"**N PLANT BED AND EV&IN6 I --5HRUB PLANTIN6 VE p1m PIER15 JAPONICA 'MOUNTAIN FIRE' JAPANESE: ANDROMEDA 158 - Ivf 4 -6 4 5 DRAWNt AMS/MED
6.2 56ALE. N-T-5- 5GALE: N.T6. TM TAXUS MEDIA 'PEN51FORM-61 DENSE SPREADIN& YEA 2 - 21/2 FT. 21 5 4 B CHECKED. RTM/DCG
DATE, 05/30/07
NIRE NOUNP 2 FULL TURNS PEC11DUOU5 SHRUBS FILE NAME \CIV1L\DWGS\L2
AROUND STAKE 13EFORE SE6URIN6
TURNar-,KLE 05 17APME BURKV400PI 'CAROL MACKIE' DAPHNE 24" - 50" 4 B14 REV:
V6 DEUTZIA 6RACILIS NIKKO PEUTZIA 15A � ibil 5 CONTAINER
REV:
STAKE AS 5PE61FIEP FS FORSYTHIA 'SPRINC7 6LORY' FORSYTHIA 5 - 4 FT. 16 CONTAINER
HP HYDRANC9EA PANTICULATA CULTIVAR5 PEE OEE HYDRAN&EA 4 - 5 FT. 1
TREE TRUNK RIP RP4*0VCNVR0N 'PURPLE 6EM' RHODODENDRON 2 &AL-. I (:�ORTAJNM
IRS RHODOPENPRON61RANDIFLO"' RHODODENDRON 21/2 - 5 FT� 3 a 4 B
5d SPIRAEA JAPONICA VANHOUTTEI VAN HOUTTE 51FIREA 2 - -5 FT, 5 B 4 5 PROJECT TITLE
DOUBLE STRAND &ALV. HRE-
CARRIED THROUGH HOSE, 2 REINFORCED FIBER BEARING 2-PLY HERBACEOUS PERENNIAL5
5TRAkD5 #12 NiRE UP TO RUBBER H05E AGAWAM
4" CALIPER
APC ARTEMISIA 'POA15 rA5TLrz' NORWOOD 501, 4 (ONTAINER
---HR HEMEROCALLIS, 'HAPPY RETURWV DAY LILLY 181, 1& —CONTAINER
M!5 MIS-'ANTHUS SINEN515 'MORNIN6 LlrvHT' 51LVER-VARIE(5ATEV MAIDEN 6RAS5 4 - 5 FT, 5 CONTAINER CENTER
964 MAIII STREET
AGAWA14 MA
PRUNE DAMAGED t GONFLIGTINE7
BRANCHES,MAINTAINING NORMAL
TREE: 5HAPE, NEVER GUT CENTRAL
TRUNK OR LEADER
GUY HIRE (TYP.)
NOTES- DRAWING:
1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AT THE 51TE, ESPECIALLY THE LOCATION OF ALL UTILITY
LINES PRIOR TO START OF PLANTINrv.
LANDSCAPING
2. CONTRACTOR SHALL 5UPf-ILY ALL PLANT MATERIALS TRUE TO TYPE AND SIZE SPECIFIED AND IN GUANTITIE5
vERTiCAL 5TAKE5, EGUALLY 5UPFICIENT TO COMPLETE PLANTINGS 5HOYIN ON TH15 DIRMIN6. DETAILS
SPACED (2 0 VLEWvTH5) TREE NRAPPIN& 5PIRALLY V40UND
el
I I - i:6 S�66i4b 0% OVERLAP, 5. ALL MATERIALS 5HALk- CONFORM TO THE WIPELINES E5TABL15HED BY THE AMERICAN A55061ATION, OF AM
0-0 TIE AT 5"MIN. LOCATIONS, INCLUDING NURSERYMEN.
0111�
BOTTOM, TOP, 4 MIDDLE. SCHEDULE
4. AJ-L PLANT5 SHALL BE�AR THE5AME RELATIONSHIP TO FINISH &RADE AS TO OR16INAL BEFO
6RAVE RE P16605
3" SAUCER RIM 5. ALL PLANT5 TO 13E DALLEIP OR CONTAINERIZED.
REMOVE ALL ROPE5 FROM TRkJNK 4
TOP OF BALL,FOLD BURLAP BELON 6. FLOOD PLANTS TNICE DURINO FIRST TY4ENTY-FOUR HOUR,PERIOP AFTER PLANTIN67.
FIN15HEP &RAPE 6RAOE� TOP OF I3ALL/NUR5ERf GRADE
TO 13E LEVEL WFIN15H GRAPE 1. PLANTINO 501L MIX: LOAM THOROU6HLY INCORPORATED INITH ROTTE12 MANURE FROPORTIONED 5 G.Y, TO I O.Y.
OR EOUIVALENT, PEAT M055 hlTH FERTILIZER ADDE12 PER MANUFACTURER'S RF-60MME�VED RATES.
SE&IN MAINTENANCE IMMEDIATELY AFTER PLAINTINO AND CONTINUE UNTIL. FINAL ACCEPTANCE.
6UARANTEE ALL PLANT MATERIAL5 FOR ONE FULL YEAR FROM DATE OF ACCEPTANCE.
R-ANTIN6 SOIL MIX
10. ALL PLANT MATERIALS ARE 5U5JF-CT TO THE APPROVAL OF THE ARCHITECT AT THE NURSERY AND AT THE SITE.
Mill I
UNDISTURBED S105RAPE il. ALL AREAS OF THE SITE P15TVRBED DY NORK UNDER TH15 (�ONTRACT AND NOT 50HEDULED TO RECEIVE NEP4
1 JE7111:7il 1 1=1 I
.r-L-1 IMPROVeMENT5, !�HALL BE RESTOREP TO THE OR16INAL CONDITION5.
12. ALL AREAS NOT PE51ONATED A5 BUILDIN6, PAVEMENT OR PLANT EIEP, 5HALL BE CONSTRUCTED AS LAPSN.
"Mai
ONLY HAND Y40W AILL BE PERMITTED UNDER THE r,>RIF-LINE OF EX15TIN& TREES.
SHEET-
I.PRIVE STAKE5 AT 51-16HT ANGLE,
ORAN VERTICAL.
2, HEIGHT OF GUY NIRE5 BTki.
113 4 1/2 TREE HEIGHT,
00
3 TREE FLANTIN6 DETAIL PLANT MATERIAL 50HE
I U SGALE: N.T.5. 56ALE: N.T.5.
ARCMITECTURAL LE65ENP
51PIN6 vq/AIR INFILTRATION BARRIER
4" (3 5/5") BRICK VENEER
ROOM NUMBER
5/5, 6H5 EA. SIDE TO 4"
AL30VE FIN, CI-6. (ONO) 5/6' GY6 ONE 51PE TO 4" REFER TO ROOM FIN15H SCHEDULE
1 3/6" MR SPACE
ABOVE FIN. CLO. (UNO) - DOOR NUM13ER
R-11-1 BATT IN5UL. K/POLY
5x5 COLUMN
REFER TO 000 'HEE)ULE
2X4 140. $TOP @ 16" 0,(. To R 5/, X4 VAPOR BARRIER (WNT.)
STRIKT, ABOVE (ONO) 2xb k4P. 5TtV 0 160 OL, TO
5TRZT. ABOVE (ONO) NINDON NUM13ER
-1/4" PLYNO.
A
'X2xb
2*
iW 2X6 SPACER 2xb
"A" 5OFFIX INDICATES HALL 6ON5TRU(;TION TYPE \Z
AGOU5T. BATT IN5UL. REGP. REFER TO SCHEDULE Y ff
2X6
14 ...... ARCH]ITECTS
2x6
REVI X(o
1/4" PLYY40.
1/ 5/5" 6HB 5x5 COLUMN ENSINEERS
SPACER
&HB
5E(TION NO.
DLP—E < I � I INTERIOR DESIGNE31S
5 5 O_L( 5XI Col 6015,
SECTION REFERENGE SHEET
-EMENT
pRI3jEcT NVM\IAE3
6 314
5ECTION NO,
5A
ME PRANIN6 5HEET
430 MAIN SITZ=
5/&" 6H8 EA, 51DE TO 4"
AL30VE FIN. 01-6. (UNO) Ar2AWAM. MA 0 100 1
4 2 INTERIOR ELEVATION VIEH5 OWN
N
2X6 NO. STOP 0 165" O,C� TO '�� 0!= ' 5STAl COLUMN 0 0 COLUMN t7l:TAI OLUMN
GTRVOT. A,00'v,r- �vlloj / A —m L FAX
qlly SCALE: 11/20 jj�-op 56ALE: 11/2" V-0" SCALE. 11/2 1'-C SCALE: 1112" V-0" . 413. 786. BEIM
eOFFIX IND16ATE5 112" EXT. 11---- I----- 1,11111 -I 1 11 - I -1111
ELEVATION/ VIEN SECTION NO,
5HEATHINC5 ONE 51PE )AV ELEVATION REFERENCE SHEET STAMP'.
R-Icl BATT IN,5UL. N/ POLY
VAPOR BARRIER (CONT) (2) LAYERS OF 5/W' F.C�
6NE3 130TH SIPES TO
5TRUGT.A13OVE
'13" SUFFIX INPICATE5 A COLUMN LINE DE516NATION
C.
T. BATT INSUL, REOV,
tk I Li
NP. STUE) @ 16" O.C� TO
5TRUCT. ABOVE (ONO)
No. 2943
PORTICO
s MASS.
TYPE !OPEN R -�ERRA(
iLIOHTP, LE
lAl
- 3A SIPIN6 W1 AIR INFILTRATION x
Tylm
BARRIER ON 5/8" EXT. PLYND. U2
SHEATH. R-111 BATT INSUL. 4 L il
(�, D- I - I I ff---- SCALE. l/v j*-o"
! I
VAPOR BARRIER,
2-;3-2 5/6
24-/0 316 ITI/ 55 /7-ft 510 20 10-5116
--T
PROVIDE- ACCOUST. BATT INSOL, 3�-bsl 47W' 1,3�-2 Ile v-q )Yen PROA Na 05-1906
2P-0" ql-511 4 p'-b 11 3 eV-4" b'-f W-5116" 10-6 7/1" 5 I-b 11
4�10 DRAWlt AMS/AJD
177-7 PUMPSTER CHECKM.' DCG
[1 7 1 11 i I
- - Al- X-
----AV-
L--JL �Ak
E
4' (5 516) BRI CK VENEER —A OUT51VE PORF-H q�-10 112
Qj A.4 I i
31b" A V- -i I 5TORE #1 Z 5TO. FLE NAME-' \ARCH\A.i
IR 5PAGE j POR6H 52 :�Eig
STORE #6
5/8" ONS BOTH 54DE5 TO 4
A15OVE FIN, CLO, (UNO) 5/15" EXT. PLY110, 711,11411 17-7131611 REV.
REV.
-��—R-lq BATT INSUL. W POL'(
HIRE GACv?-
VAPOR BARRIER (6ONT)
51 A!1�2
'Ott I
W-2 31W 44�-O` 314
--2xe� NP, STUD 16" O.G. TO
PARTITION 4
5TRUCT, ABOVE (UNO) 2X6 ND. STOP @ 16 O.C.
h 514 16 , to
LorIKllqc
NURSE VE5TfI3ULE<5
77E�-, To umERsior: or- 5TRwT. 11 F I
5H IPAPERI 1
im L5 OATE FOP.
COATS 5 ViGt:: 5TORAGE Z
FRIENDS OF
THE COUNCIL
�5/8` GN6 TO 4" ABOVE HEALTH 4
, 1� T ="1315 FE35o PROJECT 1ITLE:
FIN. CL6. (ONO) HELFARE
I r
TL6-5) I �E i STORA&E,
(T-O" H)
b V2- (BID F.E.i !�l i I I
f IN f,) -- 'n vl- 1 1 Li
\b H NAIT N
---- ------------ q
AGAWAM
-cl 112 SEMR
A( A
HALL :�!l N CENTER
PARTITION
N
5TORA6E
lu, MEW 04 MM STPM
I 4> I
FITNE55 VIMW
A(�,TIVITY AeAWAK MA
9100M ED
M TCHE-i4
j
TICKETS, =B25
4 INFO
P%11,
FREEZ
R
TT
i -z
ELEV. j
L--�j
14'-0" K x 6'
RE[W CONO, HALL REINF. CONO, HALL MIRROR It 11 A.11
RUr 5) A-\/ EQUIP/
(5EE 51 T� PH65) (5EE 5TRLr-,T. OP467'
4 CONTROL
% I
t-b
S�l
2 1 - �
1 22-7 7/6 B24 ! 'L 12
�-olj 44'-0" 2
A.]
IAN
HAC -------- ------------------------------- FRIQERATOR.
DRAVMG:
A bit
RE
Aoa
HALL
2z PININO EXTEN51ON 4 FARTITI
C MULTI PURP05E ON
I q�- 7-M2 N4 I LOWER LEVEL
to- If 5TO. 134
4�
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------------------------------- UEE I r>41 M=C*fi PLAN
TYPE TYff 1,77
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+-,5 516 )(21 ON AND
7 lEAIR
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r,7 7A 0 W-011 B14EAK RM. q!�L I
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STORE #10 STORE #12
PLATF
2" POLYISOCYANURATE
-7 112
RI(511? IN5UL. AND POLY
PITCH FL,
(2) LAYER5 OF 5/W' F.C. +---*---4 112" le3-4 W-2 51611 W-2 51b" W-10 314
VAPOR BARRIER Z-4 1120
6NE3 EACH 510E TO t
T----------------
5TRUGT. AEXWE UNEXCAVATED
u � N
d4 STORE '95 1 � 5- � - 11 1 -1 �
5/b" MOISTURE RESIST, �l <q — - 8 6ENERATOR
(7NI3 TO UNDER510E OF LA
2xlO NO. STUD 0 24" O.C. N- 0"- 4�- 'd I-t"711
It, - I \11-� 1 1
5TRUCT, ABOVE
77�7
TO 5TRZT. ABOVE (UNO)
4
L:-Z
12" REINF. CONC. HALL 1
(5EF 5TRU6T. DRANIN65) ef
26'4"
510 + SHEET-
155�-&`
q— �A
1.4 1.1 4.2
Ah 2.1
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Aml
V4ALL LOYIERLEVEL FLOOR PLAN
50ALE.- P 1�-O" 50ALE.- 1/511 = V-oll
�2) 5
2 514 24'-10 3le" 5q-5 114" 20'-10-3/26
T j
2
b I 1 1
IL
tr
T-/1 11-f 5�-(? 314" 6'-q 112 13 t-l/314 27�-5 51e -7�-// 114"
V
T 61
ARCHITErTS
RELIEF LOUVER RELIEF LOUVER
MECH. t Ak ME-CH. ENSINEERS
LADVER TO
ROOT: ABOVE RK #2
INTERIOR OESIBNERS
PREUECT MANABEMENT
5TAlt #2
---- - ---------tN
DR Y4ALKNA'�r
ol of
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EDGE OF SIDEWALK
---EDP 24'DIA, 7 'roll, 1. EX15TINC7 51TE CONDITIONS TAKEN FROM PLAN OF EX15TIN6 CONDITIONS PLAN,
- EDGE OF PA VEMEN T 5EKIOR CENTER, '-154 MAIN STREET, A6AKAM, MA. PREPARED BY. COLER 4
"I"m GOLANTONIO INC,.. 55130,BALA ROAD, KEST SPRINGFIELD, MA 01040,DATED: AGAWAM
5H#4
- PAINTED TRAFFIC LINE APRIL 16, 2001.
SENIOR
El WOODEN FENCE NIF 2. THE CONTRACTOR SHALL PROVIDE PROTECTIVE FENCING DURING ALL PHA5E5
MICHAEL L ANN
FOURNIEP OF CONSTRUCTION.
CENTER
—OHW— OVERHEAD ELECTRIC LINE VIA. OEM BOOK 9608 PAGE 296
TAX AfAP K8 BLOCK I LOT 6
N 3. THE CONTRACTOR SHALL A55ORE THAT SAFE AND ORDERLY TRAFFIC,
=0EY LNGaA
T SAVONW CIRCULATION AT THE !5ENIOR HOU5iN(5 COMPLEX 15 MAINTAINIED THROUGHOUT
- UNDERGROUND TELEPHONE. LINE DEW BOW 13892 PAGE.96
TAX JWAP K8 SLOW I LOr 4 GRASS ALL PHASES OF GONSTRXTION AND PROVIDE THE ONNER AND ARCHITECT W4 MM SIREEr
W - UNDERGROUND WA TER LINE Zrt 3 *611 NITH A PLAN,FOR APPROVAL, TO ACCOMPLISH TH15 TASK PRIOR TO AGAWW MA
COMMEN6IN& CONSTRUCTION. APPROVAL OF TIE PLAN 15 REQUIRED PRIOR
All
_494— TO ANY ACTIVITY ON THE PROIECT.
UNDERGROUND GAS LINE
2 10
— S — UNDERGRO
UND SEWER LINE GRASS
46 DIA. GRASS
UNDERGROUND DRAINAGE LINE �OUIDA.
D -*SH#2 REWAINS j2EMQJ_LTIQR1EC7EN2&!QTE5
ELECTRIC METER 4 REMOVE EX15TIN613ITIJIMINOU5 PAVEMENT AND NALK5 IN THEIR
OH#1 ENTIRETY TO THE LIMITS 5HOHN AND DISP05E OF PROPERLY,
FIRE HYDRANT
5 B11IMNOU5 CURB IN ITS ENTIR AND DISPOSE Of:
GRASS
;z- REMOVE EXISTINC ETY
PROPERLY. DRAViM
ILIGHT
c*) U77LITY POLE W
co
apt'.
REMOVE EXISTING TREE(5) IN THEIR ENTIRETY AND P15POSE OF
U77LITY POLE
PROPERLY.
q j;�
GU Y WIRE Twe
GRASS.
.1 �Q:� - �
CLEAR AND REMOVE EX15TINC7 TREE(5), E3RL)5H AND VE6ETATION TO
GRAS
2 GRAS3
el 4 THE PROPERTY LINE IN THEIR ENTIRETY AND E?15PO!5E OF PROPERLY.
1 :1 1 #* 1�1 (D CONDIT104INS
El CA TCH BASIN 2 ix o CRASS
iR
S1446'Zj1W 30\VIA, REMOVE ?ALVA6E AND RELOCATE EX15TIN(5 HYDRANT, VALVE-5 AND
6D'(DEED)
AND
L1614T POLE pl*6_1 m_500m ON �Ntff GA G-ONWGTOPI TO 9�nTA&ft M
POST BENCHMARK ON THEHYDRANT OR OTHER- PERMANENT LOCATION.
J VMD"b",
20' Li
S 'EMOUTION
SEWER MANHOLE S
S
wV *T C Hos VNECO 11 _S ---------- REMOVE AND CAP UTILITIE5 PER UTILITY COMPANY REGUIREMENTS
won-= 2m
WATER VALVE RIM- 9.4' (TYP).
V. OUTO S_
6AN CUTIRA N_
SIGN ALON6 61) LINE !5-ANCU RIM-496.9' E-45TINC7 L16HT FIXTURE, POLES AND FOUNDATION5 TO BE REMOVED,
—4 86V ALON UTTER LN INV. OUT-4915' 5ALVA(5ED AND RETURNED TO ONNER.
MAW S7REET
12
122
EOP - EDGE OF PAVEMENT
____+_ EX15TIN6 516NA(5E TO BE REMOVED, SALVAGED AND RETURNED TO
INV, IN-495.6' (SHLO P-239) IT OF-
8" VCP �R' T-49&2* INV ONNER.
- DECIDUOUS TREE .5L
JLO�K LINE.- OUT-48
+9,-%26
LLASS *C REMOVE EXISTING CAP, STOP IN IT5 ENTIRETY AND DISPOSE Or-
Alm 0 D D
- CONIFEROUS TREE INV 114-491,.3' WMECO 1 9 is >_ PROPERLY.
AS� —49 W_
NEW Co. 109 (D
—4 7—
GRA I . T e 6 — -
- DRAIN MANHOLE _w__ir_C150 D-L w OH OHw, IDS Im j 9 REMOVE FOUNDATION REMAIN5 AND FILL MATERIAL NITHIN T14E
1159 116 tv�O - RIM-495.7' FORMER 51TE BUILDIN6 IN THEIR ENTIRElY AND V15PO5E OF
- HANDICAP PARKING SIGN t4mr Colo So w INV. 11N
SIDEWALK SIDEWALK VfBA))-4491.8'
w m- INV. 93.7, PROPERLY. 506RADE BENEATH THE FILL SHOULD BE THOROUGHLY
INV. =91.7'(72'RCP) p -?E0THEGHNICAL REPORT RECOMMENDATION%
SWL GRASS CRASS CONC- S.IDEWALK INV, 9ZO`(12'RCP) EN51FIED (SEE C
- SINGLE WHITE LINE CRASS )MV. Cur=497.6p
WASS
vcp VITRIFIED CLAY PIPE 114V. OUP-4910'
PVC PLASTIC PIPE CHtSM0 'X* ON HYDRANT
FLANGE ROLT(NA SIDE) SHEET:
ELEM-500,00'(ASSUMED)
RCP REINFORCED CONCRETE PIPE .
GRAPHIC SCALE
B8 13IT-13ERM ,CURB
3D a is 30 60 120
E3H #1
BORING LOCATION r=XISTIN& CONVITION5 AND DEMOLITION PLAN
TEST PIT LOCATION IN FEET
TP#1 1 inch 30 ff-
ILIMIT Cq= 4 NORK LINE" 00 'o am" low A WALK LIMIT OF NORK LINE
LIMIT OF loo-FOOT NE-TI-AND INORK LINE BUFFER ZONE FF 489.8'FF 469.8'RIP RAP SLOPE ARmnrECTS
5LOF GONC. GURB FROM Vo PROTECTION E REVE'AL TO ROAD 6RADE EN61NEERS Now qmw INTMIOR DES16NE3Rv-5
PRELJEr-7r h4ANAE&MM14T
AREA DRAIN (TYP.)P4 0 A r
CU
430 h4AIN STTZII�Er
PA VED WALK 0 AIDE 0OW-1.(TYP) Ilk,I
RELOGAT FIRE 51VENALK WAM. MA 0 1 00 I
ABA
NHEELCHAIR RAMP 0';A HYDRANT 14 (Typ� (5EE NOTE 10 HANDICAP -413. 78a 9600 VNID CbNG, 516N (Iyp) "6 II'EL.
51DE K(TYP)rPACM A;& ...... FAX 413. 78rzi. 81599
ISTAW.
I20
T. MISIASZE
CHARD'AT I+ IY-2(5A u-TE 4- .. ... 441-111 R-10,TOP VENCY OVERFLON EMERC HT FIXTURE
LINE'' ON 15' POLE V41TH PROPOSED DETENTION LINE, BASE (TYP)
AREA SCALF- 20
-00�
07
---- PROJ. NQ
Y, DRAWIt AMS/RTM
---------------------H16H SCREENED 511-TFENCE RTM/DCG
-7 Ing CHECKM.
CHAIN LINK FENCE I M4AYBALE5 m W CONC. jam emmmmw—R= 4w 2 1, LUBLE YELLON
go 490 qo 40*Wmmmo M 4W HIDE CONr�, 51DENALK OMNI ow ON'mom' CENTERLINE DATE 05/30/07
am 'a
: I 2 VAN AGGE55113LE 4"4w"MEMO*a*d* ��r� >
NALK (5EE NOTE 15)77 HANDICf HAMICAP \ClVlL\0WGS\C.2
FLE-51
QN QEL--s-[Tj9 4'FENCE TO FOLLON CONTOUR, -16 REV.. 08108107
PUBLIC PARKIN& SPACES.- 46 124
,,�LIMIT OF
OF NEIR (40 MAX, f3ETNEEN �i�`: � ,� . I I ,�,-�::, - -v,77\FENGE AND FIN15H r NORK LINE f4*010P PARK]" SPACES- 5 a 15
,RAOE) FEV.
GRASS 04130108
GRASS TOTAL SPACES. 51 (56, 15,71 SIGN SCHEDULE 95,ODE. I &ENERAL, NOTES;
4�-TM II (TT-R -2 C, TAKEN FROM PLAN OF EXISTIN67 CONDITIONS PLAN, SENIOR
1. EX16TINC7 SITE ONDITION6
CENTER,154 MAIN STREET, A&ANAM, MA. PREPARED BY. C-OLER PROE" Tnl.F*
STOP RI IN RETAININ6 HALL 4 COLANTONIO INC,
55 BOBALA ROAD,YT--l5^T5PRIN6FIELV,MA 01040,DATEr,>; APRIL 16,2001.
NI 0E c,d%, ::-NO LEFT R3-2 "LIN6
-TAL
ME TURN FOR TREE LIMIT OF Do NOT -OR
:2. EXISTIN& SITE CONDITIONS COMPILED Fop, INF MATION ONLY AND ARE NOT NARRANTED TO BE ACCURATE OR COMPLETE. SEE OR16INAL SMVEY PLANS FOR AGAWAM
NOW LINE A 10, P41DE 6ATE
ACTUAL EXISTIN& SITE CONDITIONS. CONTRACTOR SHALL VERIFY EASTIN& CONDITIONS
-IELD AND REPORT ANY VISCREPANCIE-5 TO THE ARCHITECT IN ITIN 10
IN THE F
BOLLARDS
NR 6 7 ENTRANCE ONLY 2 PLANT oENM
P-3-I OA TO COMMENCINCS CONSTnOTION.(Typi 777 (TYP. OF 4)PEDESTRIAN NII-2 5xl> CENTM
S. THE! CONTRACTOR SHALL OBTAIN ALL NEOE55ARY PERMITS AT LEAST I DAys pRlofZ-Y THE ARCHITECT,ALL APPLICABLE MNI IP DUMP5TER LOCATION TO COMMENCINO AORK AND NOTIF C, AL
DEPARTMENTS, PRIVATE UTILITY COMPANIES AND pJ6 SAFE.
AHEAD N16-qp 04 MM STPEEr
...... ........ 5' HIC?H DECO.............-lP ri
4. PERFORM ALL NORK IN A PROPERSAM,EXPEDITIOUS AND NORKMANLIKE MANNER IN
.......... SCREEN FENCE ARRoH 0 I"- ... - : --I-g ACCORDANCE P41TH ALL APPLICABLE FEDERAL, STATE AND MUNICIPAL LANS, C40ES
<�> Nib ...... AGAWAK W
.......... ......... .................. AND RE67ULATIONS.
.............. .......'4� ...... .......... ............ S. COORDINATE THE SITE NORK NITH ALL AORK TO BE PERFORMED BY OTHERS.
.... .........%0""URFACE FINISH G . .......... ....... ...... ...... ...... ........ -VULE AND SEOUENCE THE�PORK TO MINIMIZE P15RUPTION TO THE 5 IORHOU IN
......... .. ... .. . ........ .. .... SOHF EN S............. .. ... ANV PROTECTIVE FENCINC-p PROVIDW DURING, ALL PHA6E$ OF NEN CONSTIRLICTJON.COMPLEX OPERATIONS. ACCESS TO THE COMPLEX FACILITIES MUST 5E MAd TAIN
EC .......... ..........CLI ......... . .. ..... ------ I. PROTECT ALL BUILDIN&S, PAVEMENT, UTILITIES,TREES ANO LANDSCAPE AREAS, AHICH
.. ......... ............. ................. I................. ......... ....... ARE TO REMAIN. REPAIR PAMA6E AND RESTORE ALL ITEMS TO A CONVITIONOUAL
. ....... ... ... TO, OR]BETTER THAN EXISTING7 PRIOR TO CONSTIRVOION.
DRAVMG:
t ......... ................... ....... ...... ..... ... ......... ................................... 6. PRIOR TO CON5Tftr.,Tlo`N, INSTALL CONSTRUCTION ENTRANCE AND ALL MEASURES
REOUIRM TO CONTROL M05ION AS INDICATED ON PLAN. CONTROL MEASMS SHALL
RIP RAP 5LOPE m ........ ............ ..........PROTECTION ....... -OR THE DURATION Or- THE CONSTRUCTION PHASE OF THIS NORK AND...... BE MAINTAINED r
... ... ........ ...... UNTIL ALL P15TURSED AREAS ARE STABILIZED NITH PAVEMENTS, MULCHES, OR PLANT
.................. &ROATH..... .................. ............DRAIN ..... LAYOUT
........... ........... ...... ......*4 MANHOILETN R" - --- ----- -1 '9!!�- 4. ANCUT EXISTINO PAVEMENT AND MATCH EXI-STIN& 6RADES AS 5140M ON PRANIN&S.
06 !...... GRASS............7 .............. PLAN
... ........... .............. 10. ALL CMING- TO W CONORM C-M KE-5�OTHEM15E NOTER.
...... ......................... V Y41DE &ATE 11. ALL HANDICAP/NHEELCHAIR RAMPS-SHALL HAVE DETECTABLE NARNINs PANELS ANO
. .......... eHAl-L COMPLY NITH THE LATE-5T MASS 1416HKAY CONSTRUCTION STANDARDS SHONN ON
.......... DRANINC75 M/E 101-2 IR AND MIE 10 55R. SEE SHEET 0,5 FOR ADDITIONAL DETAILS.
-11 HI&H SCREENED R=3- 12. SITE CONTRACTOR TO CONFIRM RESPECTIVE
PAV SIZES AITH LOCAL UTILITY COMPANY
.... ..... AND.GENERATOR MANUFACTURER PRIOR TO CONSTRUCTION.
. .......... LD ,
L16H CHAIN LINK FENCE 1/2
6-TOPSOL -NITH &ATE 4). TOP 1171 ��... , ;s� KALK SHALL BE VYW REP ANDSTA4,FM IN A RUNNIN6-MW PATTERN )46
(3, , - /7�:L "GRASS Kr.S. %BC-RAM PAI 51-101YIN.,
RAM 14. ALL AREAS DISTURBED BY NEN CONSTRUCTION NOT COVERED BY BUWMS,PAVEMENT,
5MLAMr5rAPE KS OR.LANDSCAPIN6 SHALL BE LOAMEP AW SEEDED IN ACCORDANCE NiTH KA�L
LAND50AM DRANINC55.7 77' 15. ALL EX15TIN& SITE MATERIALS BEINC7 REMOVED FROM WA COWSTRUCTI T IN
ON NO BE DSEP OF OFF-SITE BY THE CONTRACTOR,
REUSED ON SITE TO BE LF-65ALLY PISPL
HANDICAP TRAN!5FORHER
IEXCE-55 TOPSOIL TO BE RETURNED TO THE TOM AT A LOCATION TO BE DETERMINED.
NOTE P)516N (TYP) PAD (5EE
CATO I&. CLEAN UP SITE ON A DAILY BASIS AND AT THE COMPLnON OF THE PROJECT.
-K 0 C75AFE NOTE: GRASS LE47ALLY DISPOSE OF ALL DEBRIS OFF-SITE IN ACCORDANCE NITH ALL APPLICABLE
DOUBLE YELLON 6" HIDE (TYP-) LOCAL, STATE AND FEDERAL LAAS AND REWLATIONS CENTERLINE UTILITIES An PLoTTm rROjq FjEjj:� LOCAT, INLET PROTECTION CONC. MLK ON AND ANY, (TYPJ sLr:,AND SHOULD BE BOLLARD5 (PLACE WORD INFORMATION AVAILA SHEE,R=5 CONSIDERED APPROXIMATE. OTHER UTILITIES MAY PEP, LOCAL UTILITY
EXIST AHICH ARE NOT EVIDENT OR FOR AHICH RBo ORD REGUIREMENT)INFORMATION NAs NOT A\/AjLABLF 660/11f= GRAPHIC SCALE CONTR14CTORS (IN HYDRAN 40 lHAPTER 62 SECTION 40 AS 5�
ACCORDANCE AITH MAS5.6.L. r R=16' 2D 0 10 20 40
AMENDED) MUST CONTACT ALL UTILITY COMPANIES BEFORE mom —--------20'7/:20'LOZVN F-Up
r
To 6kOAV (5=15 Ar
EX0AYATINS2 AN17 DRILLIN6. ALSO, CALL q2ja-SAFE'l AT LR= 4 R 6 -In ,<�K-STAIE- R=10' I 51 HL0112239) IN FM I inch - 20 ft.PqMK LINE
s
L
NN OUT=483.19'
INV. OU'r=483,6'
10
W--
REMOVE TH15 LINE OF F-RO51ON CONTROL
Ff 02 \
AFTER THE P15CHAROE PIPJN&,FLARED
F105 END 5TRUCTURE AND SPLASH PAD HAVE
BEEN COMPLETED AND AREA STABILIZED 6" PIPE FA�
F106A.,--
iLEG1191GAL FEEDER I Fr-7;=m
Ts
APJ34nmc
5yiqBOL
DE5GRIPTION
F1 ENEHNEERS
2-:910 + #Io
C7
F #
+ WTEFJOR DESISNERS
Q
MAN
3 1-0, 2-#6 + #66 (TYR FF 489,8'
T PENCE PROJECT MANASEMBW
FF- 469.6, RELOCATED OAH
AREA
4 1"c' zi-#& + YBALES H-6
DRAIN FIRE HYDRANT
1-1/2140, 4-ft + #66 #2 OAH 430 NAAAN 5TPJMT
N H-6
OAH ASAWANk MA 01001
15, p PIPE #5
AD #4
TEL; -413.786. 9600
EHER&ENC b, (P V]Ft:. FAX 1 41:3. 785. 13699
"::i� OAH all 0 PIPE OAH a E
OVERFLOPq OAH H-7 V, AH
SANITARY (;Tql jfn�pr OUTLET H-7 H I r
/ 4 —E — E � ,
OAH
CONTROL H-6 STAW:
STRUCTURE E--XFILTRATION GHAMFEP ...AP.,
SMH #1 ------ 81, lip PIPE
RIM=4&aAi SYSTEM #3(11 ROP45/10
CHAMBER5 IN EACW 5" (P PIPE f
INV. IN=4D5.4O 81, 1p PIPE
INV. OLIT=4W.35 #1 , -"(�) I ,
INSPECTION 12" lP PIPE VHH #14
T. MISIASZEK
PORT5 OA5 FLAREr,> END 5TRuc.TuRE c1h
(TTP- OF 12) SEDIMENT 1501-ATION ROVq loll H-11 H CIVIL
15" 4) PIPE EXFILTRATION CHAMBER PIPE .4
VMH #(5 SYSTEM 415 (1 Roprsv5
INV. OUT=46455
5 OAH 1211 ,P PIPE CHAMBERS IN E-A(,-H) ST
4A FES #3 VMH #6
H-11 1511 0 OA5 VMH #12
RIM=46q.5: H-11
t(EXIST) PIPE
INV. IN=4&s.is —"%M, A
x x x
INV. OUT=4,53.'7 (EXIST) x W. S
5EDI .15 lip* SCALE 1 30'
FES #2 1 4
h OUL T #2 OA5 A=i 3 2 OA5 PIPE FES #I
same,*awe—We"ev H-2 H-11 H- I PROJ. N* 05-1906
I— E —E r 2 -,;013 #6
VMH #5 H-11 All
(p PIPE
PRAINA&E STRUCTUPE5 50HERULE Ilf* 2-
101, (P DRAWIN: AMS/RTM
2
OA5
OA,5 H-2 PIPE Alit H-4
Ca #1 # &11 (0 PIPE H-2
RIM=4cf6h � — ;1 4 0 GE3 #5 CHECKED- RTM/DCG
INV- OUT=416.5 V-1 - 10
INSPECTION PORTS V-11 SEDIMENT ISOLATION RON
0;�= 6)45 H 51 r'.1
INV. IN (NkV=4,55.0 (Typ. or- j2) kl� G
CIS #2 INV. IN N=465AS 5 5" 4> PIPE 5MH #1 INSPECTION PORTS (TYP, OF 5)
INV, OVT=404.4 INV. OUTg4,5S.-I 04 61, 1p PIPE 2 E)MH #10 EXHI-TRATION CHAMBER
INV. IN=41015.6 5EDH,-�IENT ISOLATION Rokq 47 4" lP PIPE 100 41) PIP SYSTEM #4 (b R006/5 6ENERAL NOTE5- FLE NAME: \CML\DW(;S\C.3
INV-OUT=4016.6 17MH #12 12" l:P PIPE W
CHAMBERS IN EACH)
z 1 A-4<7 04=45(blo CS #4 C, -OR
AD #5 N I. REFER TO PRANINC .2 r - ADDITIONAL 6ENERAL NOTES. RIM' 0,11/0,11/07
CIS #5 1 qNV b- 4
48515
RIM=4;!�4,1 INV; IN 61)=4aS.2
RIN=4cil.0 INV. OUT=485.4
INV, OUT=4665 INV.'IN (N)=4ea-5,5 H-5 OAH 2. TOM STANDARDS SHOULD BE FOLLOIAED FOR SITE UTILITIES. DETAILS AS SHOM IN
EXIFILTRATION
INV. IN 00=4ctS2 INV. OUT=4a5.55 -CHAMBER (5ENERAL REFLECT TOYIN STANDARDS, 544OULP THERE BE ANY LOCATIONS MERE REV: 04130108
#6 SYSTEM #2 (18 RONS/-1 " o 4 PH-4
IW. IN. N=415.6 AI:1#4 THESE STANDARDS CANNOT BE ADHERED TO DUE TO SITE CONDITIONS, T�E
IW- OUT*4q5.4 RM=4,Pw'7b PMH #15 GHAMBE% IN EAGH) 2
CONTRACTOR SHALL NOTIFY THE ARCHITECTPRIOR TO COMMENCIN6 CONSTRUCTION.
8" 4) PIPE
INV. OUT=465.5 RIM=485.,It
C5#4 INV. OUT485.11 INV. IN=462.'l SEDIMENT ISOLATION 5. UTILITY SERVICES TO EX15TIN& FACILITIES SHALL BE MAINTAINED AT ALL TIMES PURIN6
0 p t; ---------------- NEA CONSTRUCTION.
RIM=4a'75 AD#5 INV. OUT=46:2.7 Dr,10, Oki(Typ) H-5 2 -- ---- --------------
PMH *1 OAH 45REA5E TRAP (SEE NOTE q)
INV. IN=4852 RIM=4a7,6 RH OA5 6110 PVC, 0 5=05% > PIPM 13Y PLUMBINC7 CIA
INV- OUT=405.0 INV. OUT=565,5 R M H- CONTRACTOR 4.� ALL DRAINPIPE To BE HI&H DEN51TY POLYETHYLENE PIPE,UNLESS N017ED OTHERA16B. PROJECT TITLE'
----- --------------------
KIM# Fd fol CUT BY PLUMBIN6 FOUNDATION DRAIN (T(P)
F.
PIMH#1 1 N\V1. I N 64.15 CONTRACTOR(jNV.=485.(o5) CONTRACTOR flNV.=4b5.15) S. ALL DRAIN FIFIN& FROM INDIVIDUAL DRAIN 500TS TO A CATCH BASIN OR MANHOLE
RIM=4c".5i I QN - PI DRAIN BOOT PIPIN& SHALL BE 6' PIAM,UNLESS NOTED OTHE"15E.
---------------------/�--------------- --- (SEF NO-M 5) AGAWAM
IW IN (tW=464 5 2 t;
INV. IN=4114.4 PMH #5 INV. IN = 4-25 NEN 5ENICR CENTER 6. ALL AATER PIPE TO BE DOUBLE CEMENT LINED, BI
1w. OUT=442,5 IW- OUT=4$4,2 TUMINOUS COATED,PUCTLE IRON PIPE
---------------------- -------------- DRAIN E30 'N
RIH=466.5i r2 $NITH PUSH ON -JOINTS, CLASS 52 OR a SENM
CIS#6 INV. IN=4642 10" �P PIPE UNDER SLAB DRAINAC t"f, REATIM UNLESS NOTED OTHERP115E. FURNISH,
RIM=40a.O I DRAIN MANHOLE -7E (TYP'. OF 16) INSTALL, TE6T,DISINFECT AND PLUSH KATER PISTRIBUTION SYSTEM AND
FES#1
SYSTEM - 12' 0-0 (TYP)
INV-OUT=465.0 1w INV. OVT=464.1 INV-=4,t4.I5 -------- - ---------1/11---------- - --- APPURTENANCES MICH CONFORM IN ALL RESPECT$ AITH MUNICIPAL REOUIREMENTS. CENM
0.5 1 DMH #2 7 CONFORM TO THE LINES INPICATEP ON THE VRAAIN65 AND PROVIDE A MINIMUM COVER
DMH #ct --------
IW. OUT=466S FES #2 OF 5 MET.
DMH #1
RIM--488,5i C,13 43 -- ------I------- OENERATOR
545 INV. IN=4,05.7 0 PIP�E- CLEANOUT (TYP) 1 -1*-a-lz 1. ALL SANITARY PIPE $HALL BE PVC SCHEDULE 40, UNLESS NOTED OTHERA15E, MERE 04 MW STFUMT
DIAM) INV. OUT=465.2 FOR EACH LINE SEE NOTE 11
FES#5 SEE,NOTE 10 COVER OVER THE PIPE 15 LESS THAN FOUR (4) FEET, R161P INSULATION SHALL BE AGAWN4 MA
66.2 W=464�0 OA5 INSTALLED ON THE TOP AND SIPES Or THE PIPE OR AS, DIRECTED By T�e DEPARTMENT
=461 f1I 424 DMH #10 H-5 2-4"�P PVr, CONDUIT(CPMMUNICATIO145), OF PUBLIC 11,40WIS.
(W. IN 0=466.0 RIM=46a.li
16 INV. IN N=465:1 INV. IN(5)=48,5�0 MS #4 Ap 4-4"(P PVC, GONDUIT (PO),'�ER)
INV. OUT ()V=465.0 INV.=A�62DS LINE 5. FOR EACH DRAIN MANHOLE, PROVIPE A MANHOLE FRAME (202.1.0) AND COVER
1W IN 0-464,65 ��—Ioll 4) PIPE- H-3 6"41) DI HATER (202,6.0) BEARING7 THE I-BlSENP "DRAIN".
IW- OUT(5)*464,55 12 INSPECTION PORT5 2 241) TYPE K CADPPER
INV. OU7`=4e4h5 -5TIC WATER LINE
(TYP. OF (b) 7 DOME cl. SrM CONTRACTOR TO PROVIDE STRUCTURE AND PIPIN& OUT Or- THE EXTPRIOR 6REASE
E: —E
H�A3
EXPILTRATION. CHAMBER TRANSFORMER INTERCEPTOR. VENTINro AND INLET PIPJN6 To M PURCHASED AND IN5T&LED By THE
SYSTEM #1 (8 RON5/-f PLUM54N(51 CONTRACTOR.
OAH
7-�
C44AMBE% IN EACH) H-1 H-1
OAS SUPPLIER TO FURNISH AND INSTALL NEN 6AS PIPE LINE BETMEN EXISTING7 &AS
EDIMENT ISOLATION ROH, OA5 2 10' 0 PFE 2-4`0 PVC CONDUIT 0:10MR�) MAIN AND METER AT BULVM. SEE PLUMBIW7 DRMIW-75 FOR DETAILS AT THE METER
DRAWIM
SEE DIETA LS 10 AND 11 ON 514EET C.1 FOR INLET AND OUTLET PIPE SIZE AND INVERT INF:ORMATION H-I ---sr sr --Vr AND CONTINUATION Of: PIPING-5. TRENCHIN6 AND BACKFiLLFROM MAIN STREET To
FOR EXPILTRATION CHAMBER SYSTEMS sr sr #I f 6A METER BY SITE CONTRACTM TRENC+4046, BACKFILL AND PATCHING ACRO55STATE
AND SEDIMENT ISOLATION ROM. ar �ST FIRE HYDRANT -
Devil, ZZT7 HI&HAAY By &AS SUPPLIER. &A5 SUPPLIER TO OBTAIN PERMIT FROM MASS HICHAAY.
CB#2
2. PRIOR To INSTALLIN6 r-Ae*f4 r s Nftwol
ZXFILTR
'ATION C
S�s 20'SE
HAMBER SYSTEM, THE CONTRACTOR ':,'HALL EXCAVATE �VE-Co—pe s S------—s FORCE WIN s SITE
AREA POI""IN TO THE 11-rz PROPOSED BOTTOM ELEvAwN Or THE elysTER FOR NETI&r Murrtl 11A s s 11- 5AMUT PAVEMENT AS Rr=0UInP TO INSTALL NEk4 INATIER LINE AN17 CONNECT TO
INSPECTION BY
----------
THE EN(S"NEER, THE CONTRACTOR SHALL 61VE A 464IOUR, NOTICE TO THE NECO 113 EXITIN(9 MAIN LINE. PATCH ROAPAAY IN ACCORDANCE AITH MASSACHUSETTS HIC*MY
KiLL dd&tA. &OA - I - PIOINgt;R�A�p THIS $- mffy
To *E DMI'SN OF THE EXPILTRATION DEPARTMENT SM(:4FICATION,SECTION 412, 5MMINOU5 CONCRETE FOR FATCHIN&
OF THE FOLLOAINO OCCUR. SYSTEM MAY BE RE(2UIRr-p f.F'*;N-r J--
A CATCH BA51N - - I
SOILS ARE ENCOUNmRW rs (TYP.) T, INV OUT-4.93.5' 13. 91fE Ll CgNTpZACT_0R PLAN
THAT ARE HYDRAULICALLY DIFFERENT THAN MAT�K,66 ASSUMED MAIN SMg4�T_,_ FOR MTN& 19=10- POLE MY)RE9 15'r ELWAXAL 1:�E�r::R TO
IN THE SToRmyqATER CALCULATIONS. L
RIM=49al' vARIABLr ELECTRICAL PLANS FOR FIXTURE TYPES AND DETAILS. L16HT POLE BASES PROVIDED
-R, ELEVATION IS EWIOUNTEREP (SEASONAL HISA4 INV IN-49a6* (SHLO 0239i
B. A H16HER SEASONAL 6ROUNVAATE
BY SITE CONTRACTOR.
'5R0UNI7AATER ,ELIEVATI0N MUST BE A MINIMUM I FOOT BELOy4 THE BOTTOM Or- THE WV. Wt-49&2?
E-XFILTRATION CHAMBER SYSTEM). 0 15. ALL ELECTRICAL AID COMMUNICATION CONMITS, 04ITH PULL STRINSS),PROVIDED BY
C. ANY UNSUITA5LE SOIL IS 08.81 4 '- - -- - .
ENC�EIREP AND FOR ANY REAWN, IT 15 NOT FEASIBLE To RIM- .81 -- Ile ELECTRICAL CONTRACTOR,TO BE BURIED A MINIMUM OF 56" MON FINISH &RAVE AND
REMOVE AND REPLACE IT. mfv. W-4m.-V NEW 1 15 0 0 D BEDDEP IN SAND, TRENCHINO AND DACKFILL BY SITE CONTRACTOR.
M. OUT-491.1' NEWT Co. I
isr WECO 12-CLSO DJ. w w (OWN OH 14. ELECTRICAL CONTRACTOR TO PROVIDE CONTINUOUS METAL 5VEEP5 AT ALL U11LITY
w Too ,
I
wr*r COM1,06 RIN-49&2"
w MY IN(A)=491,8'
M W(C)-49Me(12-RCP) 15. METER,PRIMARY POVeR INIRINO AND TRANSFORMER PROVIDEP BY LOCAL UTILITY
ow 1N(p)-4qzq-(12-Rco) COMPANY.
INV OUT-491.6*
Wx Wxlbll PIN6
SLEEVE NITH VE 16. CONTRACTOR SHALL CONTACT A6ANAM DFA REGYARDIN65 THE KATER CROSSIN& THE
WV. Wr-4920` STATE H16HKAY (MAIN STREET) AND OBTAININS A ROAD CVT PERMIT. A&AKAM PPA
CHISELED *X*ON HYDRMT
D16 5AFE NOTE.- SHALL OBTAIN THE ROAD OPENIN& PERMIT FROM MASS HiOHAAY. CONTRACTOR TO
4 W NE11 POLE AND OVERHEAD COOMNATE ROAD CROSSIN& lo"llORK NITH OTHERS IN ORDER TO MINIMIZE PISRIPTION
'OOLT(f
UTILITIES ARE PLOTTED FROM MELD LOCATION AND ANY ELrV,-.5O0,OD,(f$S=D)) HIRIN6 BY LOCAL IMLITY Go, or- MAIN STREET.
RECORD INFORMATION AVAILABLE, AND SHOULD BE
CONSIDERED APPROXIMATE OTHER UTILITIES MAY EXIST DOMESTIC YYATER LIN'E 10--FEET OUT FROM 5UILOIN6 DY PLUMN&CONTRACTOR. FIRE
INHIC14 ARE NOT EVIDENT OR FOR MICH RECORD PROTECTION SERVICE 10-FEET OUT FROM BUILDINIS BY FIRIE PROTECTION CONTRACTOR,
INPORMATION AA5 NOT AVAILABLE. CONTRACTORS (IN
ACCORDANCE PaTH MASS.O.L. CHAPTER 52 SECTION 40 AZi GRAPHIC SCALE
AMENDED) MUST CONTACT ALL 011LITY COMPANIES Bepof;e 30 15 .30 1 00 120 SHEET:
EXCAVATIN6 AND DRILLINO, ALSO, CALL "D16-SAPE" AT UTIL11Y PLAN
50ALE: 1 11=130 1
I inch 30
Cm3
x
x
\`e6
plow
V
Co
7717
ILTFE E
A 'HrrEETS
RE
ENSINEEFtS
WrMOR DESISNERS
!siji
PRE)-JELT 1%4ANAELE3�41ENT
F10 F rz 11 1
REMOVE EX15TIN& PAVED NAR,— MATCH EXISTIN667 430 MAIN STF*F=T
RE6RADE AREA AND INSTALL, ROADkqAY 6RAD ASAWAM. MA Ola0l
AT SAHOUT
NEN NALK (T.Ml�j To THE NEN
100' k4MAND FF- 4ftr
Tr,4 EX15TINC7 BUFFER ZONE fr 4800 TEL z 413. 786. 9600
n y r--p-A
N1
AT -t W MIM=40&.--J- FAX z 413. 786. 85953
— \ V0 k\
$TAW.
>
ENE, HP A A-1
AD KIM=" RIM=481.6 up
OVE I
4a55
RICHARO
T. MI*lAw4ul%
Lp CIVIL
lin 27
-487—
dH4� —187— —
-4
DMH RIM DMH RIM VMH RIM=451.ft
DMH RIM=461 bil
DMH RIM GI3 RIM =45LI.It
=4814 WALF-- 10 3w
T-
PROJ. INO: 05-1906
100, HETLAW -J
BUFFER ZONE DRAWIt AMS/RTM
CHECKED. RTM/DCG
goo meow =4,514±
CB R F-r-s Iw-=4,5'4'15 cy -7
=48 .0 DATE 05/30/07
SEDIMENT TRAP FE5 INV.= 484.0 9 Ilk. FLE NAME. \CIVIL\DWGS\C.4
OUTLET o 453i6 I GB RIM=481.0
"00'\ I
N-1 F`E5 INV.= 4,6525 b REV. 08108107
E?MH RIM=451.6± 5MH RIM=46e�.clt PMH RIM=48 I±
108
REV. 04 30
GI3 RIM=485,1 '-,PMH \10
.4 b
"V
C5 RIM=Q05 SENERALNOTE5.-
PROJECT TnIX---
I. 5TABILIZATION Of=ALL SLOPES eRj-=ATER T14AN s.,I MAY REOUIRe COCONUT FABRIC UNTIL
4�-
co VE&F-TATiON HAS BEEN ESTABL15HED. THE CONTRAcTOR SHALL PROyIDE SUCH STABILIZATION, OR
DMH RIM=441.1-
APPROVED EOUAL, Ir- REWIRED. AGAWAM
-2 'A................. ........
ft tz-7 'T.n".
...........
----------
'X:'
..... SENIOR
....... .. . . .... .
�00.
K
&BNEII�k& NETLAND NOTES-
I.......... .....
CENTER
..........
............
'M"
...N .........
I. THE CONTRACTOR $HALL PLACE ER0510N CONTROL BARRIERS AROUND T po5 K IN
7.1%7.%%
HE PRO ED Y40R
ja
. ... ........
. . .........
THE hETLAND AREA mioR To THE START or- CONSTRUCTION UNLESS NOTED oTHeRNISE,
..........
f .... ...
...... 9" mm STF&Er
2. THE TOP 12" OF SOIL FROM THE ORI&INAL HETLANv To BE TEMPORARILY DISTuRBW MST BE
TRANSPLANTED AITH 501L STRUCTURE - ESPECIALLY LAMINATION AND DENsITy PROFILE AS AGAWAK MA
094
INTACT AS POSSIBLE BACK TO T14E ORI&INAL ARMk
....... .......-
. ... ....-
.......... . ....
SOIL MATERIALS To BE REUSED (PROM THE TEMPORARILY DISTURBED HETLAW PURIN&
Fioa CONSTRUCT
ION) 514ALL BE REMOVED AND f'LVF-D IN AN AREA NOT DISTURBED BY WNSTRXTION
oil
AND REPLACED Y41THIN ONE PAY. IP THIS 15 NOT POSSIBLE, THESE SOILS AND PLANT MATERIAL
1
SHALL BE STOCKPILED FOR THE MINIMUM AMOUNT Op TIME AND KEPT LO05ELy C;OyEI;tED AN17
MOIST AT ALL.TIMES.
A
4. IN ADDITION TO THE ABOVE A NEH EN&LAND HETMIX AVAILABLE FROM NEA ENOLAND NETLAND
-105 PLANTSi INC,AMHER.ST,MA,OR APPROVED EQUAL, SHALL BE SOM BY THE CON11:?.ACTOR OVER THE
DMH RIM=44 RESTORED AREA AT A RATE OF ONE (1) FOUND PER IOpW SoUAprm
MET
—1 L 1014 CONTROL M RES, A
05 MM=411.0 DRAWN*
'e� R Fl L (5RADINC7 AND LANTIN6 0— 5. A AETLAND SC.IENTIST, HIRED BY THE CONTRACTOK SHALL VISIT THE DISTURBED/REpLACEp AREA
RE5TO HETLAND AREA MONTHLY FOR THE DURATION OF THE FIRST&ROHIN& SEASON AFTER REPLANTINS-5 To DETERMINE
013 IM THE NEEV�FOR IRRIGATION AND ADDITIONAL FERTILIZATION AND To INFORM THE WNTRACTOR OF
THESE REOUIREMENTS. SIT E
441 4ciq.
-Iqq,4 I TLANO AREA SHALL BE REMOVED UPON STABILIZATION GRADING
41
�A
EROSION CONTROL MEAWRIE5 V41THIN THE HE
OF THE RESTORED AREA TO ALLOH FREE CIRCULATION OF HATER BETHEEN THE RESTORED
YeTLAIV AREA AND THE ADJACENT,NATURAL H157LAND.
A t --zz PLAN
44qfo 4
Ile THE NETLAW evENTIST SHALL INSM6T THE DISTI)RDED/RESTOREP AMAND AREA TAICE EACH
YEAR, puRmi LATE 5PRIN& AND mip To LATE sumtm or- THE mRsT w FULL csRoHiNo SEASONS.
THE SUMMER INSPECTION SHALL INCLUDE A VE6ETATION 5URVEY To ASSURE THAT AT LEAST,15% OF
THE NETLAND AREA HAS BEEN REESTABLISHED HiTH IND16ENOUS HETLANP PLANT SPECIES hITHIN
M=4L15-a THE TNO 6ROAiN& SEASON5 FOLLONINS-9 f;MPLANTIN6.
305 5F TEMPORARILY DISTURBED MATCH EX15TIM6 —499-
HETLAND AREA (kEMO\iiEp MATMAL RQADHA'X:;7�0 RAVE'-— MAIN STREET 0, THE CONTRACTOR SHALL COMPLY AITH ANY AND ALL REWIREMENT5 SET FORTH By THE AeAHAM
MATCH EX15TINC-z-
04 -A 6UTTER LINE
AND PLANTS DURIN6, SHALE fttff--:, -A- CONSERVATION COMMISSION VIA oRDm OF C-OWITION5 OR OT14ER SUCH MEANS.
CON5TRXTION DR55RADIN(7] SHALL �497-- XT
REPLACEPAT THE NEH &RADES 5HOHN)
-,498-
0
49, 0
mw_l
CHIMED "X'(W HYDRANT
RMOE SOLT tN/r SWE)
GRAPHIC SCALE
30 so
VTE-f!�V!N& PLAN
50ALE I =30
"N AR6W AND A
6LT—L REIn
IN FEN (;o4,
�5oALE lll=io, 1 inch 30 fL
wm�mm wo I 1 11
Mom
IN 110 --ml
01101
t,% :'J
PAVED WALK
0
0
PAVED WALK 0 001,
0
GRASS
ARCHrrECTS
ENSINEEFRS
INrrMEIR lEiNERS'
66 PIRCUECT AAANAEW�NW44aT
4-
430 h4AIN STREiET
Ar:xAWAM. NIA 0 11301
TEL 413. 785. 95M
PROPOSEP FAX. 413. 786. 8699
DETENTION AREA
GRASS STAMP.
—————————-
" A;
%— X— X— X— X— A
x
0
"WSW-
low 36" DiA,
Fp ICHARD
mod* + 6T MISIASZEK
OWN 0 CIVIL
N& 3076
+
POO ........
GRASS I TO GRASS SCALE. 1* 20'
117-1 PROJ. 11410�. 05-1906
DRAYM AMS/MED
O)Tm
cp fop CIP CHECKEV. RTM/DCG
717 0 6b, TM
12" DIA.
FLE NAME-- \ClVIL\DWGS\Ll
+ +
0 00
0 REV. 08108107
04130108
HIP REV:
24 /A
az + O)Tm
..............
..........
.......... .....................
..........
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..........
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.......... ...... ......
......... ....... PROJECT TITLE.
..........
........... ............
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............ ..... .......
........... ...........
AGAWAM
............... .
.........
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CENTER
E--,:N� t� :N
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+ ...... ....... .... .. ......
..........
+ ........... .........
.... ........
-A 04 MM STREET
AUWAR MA
............ ............. ........
..........
.... ... ..... ............. . ..... ......
...........
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...... ........ ........ GRASS
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Af�
51
L"t f +
+
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v
D5 DRAWM-
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Zp N_\ D5
t-s LANDS"'AICAPING
PIP
ms
(OR WL
P" AN
4)TO
GRASS
ALL PLANTINC75 MUST BE MAINTAINED AND THAT PORTION OF THE PUBLIC AAY
AS ABUTTIN& THE PARCEL AND INCLUDIN& THE TREEBELT SHALL BE MAINTAINED
30 DIA.
40 op IN A SAft AND ATTRACTIVE CONDITION BY THE OMER Or- THE PARCEL.
fm
+
ow mmim"moo*
si
Mimi oft'm
0
122 - ----- ----.121 _-MAIN STREET 120
AiF_-ReV7E-
(SHLO #2239)
SHEET:
GRASS GRAPHIC SCALE
GRASS
A Ass 20 10 20 40
�u.
GRASS
GRASS
C.)
IN FEET Lml
i inch 20 fL
X
PA VED V