8738_SITE PLAN - 14 AND 24 NORTH WESTFIELD STREET.pdf~10~-
6 \ -tt P~oJ\ -
\~\ ~ JL\
~-I-~ W~s*\QJd
s+eil+-
• •
TOWN OF AGA WAM
36 MAIN STREET
AGAWAM, MA 01001
DEC1SION OF BOARD OF APPEALS
Petition of: NWST, LLC (Ralph Depalma)
Premises affected: 38 North Westfield Street
Date: June 22, 2015
Case #: 1937
~,
C "
'--
',',
~-" The Agawam Board of Appeals conducted public hearings and a meeting between May 25,~15 and
June 22, 2015 at the Agawam Public Library, 750 Cooper Street, Agawam, MA for all parti,l:s
interested in the appeal of NWST, LLC which is seeking a Special Permit in accordance with Section
180-44 (H) of the Zoning Ordinances, which would allow for a drive-through restaurant at the
premises identified as 38 North Westfield Street.
After the public hearing and after a thorough review of the facts presented, along with a site visit, the
Agawam Zoning Board of Appeals made the following findings:
1. The subject property is located in an area of town zoned Business A.
2. The petitioner is seeking to construct a restaurant (Dunkin Donuts) with a drive-through service
window.
3. Section 180-44 (H) of the Town of Agawam's Zoning Ordinances allows for a drive-through
restaurant, with conditions, in a Business A zoning district.
4. The proposed project has a total of 50 parking spaces.
5. The subject property is one of three abutting lots which has cross easement rights for parking.
6. The area surrounding the subject property is a mixture of residential and businesses.
7. The Agawam Planning Board voted to approve a site plan review for the subject property on June
4,2015.
8. Approval for the ANR plan was granted by the Agawam Planning Board on June 18,2015.
9. The Conservation Commission approved the proposed project on May 28, 2015.
10. A memo from Michelle Chase, Town Engineer, dated May 28,2015, states "The plan provides
plenty of room for queuing at the drive-thru windows so that there will be no backing up into
North Westfield Street. Engineering agrees that the project will not create a significant impact to
delays or traffic conditions in the area."
II. A memo from Sgt. Steven Grasso, Safety Officer for the Town of Agawam, dated June 8, 2015
states "There is nothing to suggest that this project will create a safety hazard to pedestrian and
vehicle travel".
12. This specific site is an appropriate location to construct a restaurant with a drive-through service
window in a Business A district.
13. No evidence was submitted showing that the use, as developed, will adversely affect the health,
safety or property values of the neighborhood.
DECISION (Page 2)
NWST,LLC
Case # 1937
• •
14. The use, as developed, will not create a nuisance or potential hazard to vehicle or pedestrian
safety.
15 . As developed, adequate and appropriate facilities and controls will be provided for the proper
and safe operation of the proposed project.
16. The proposed project, located in a Business A district, is not considered so objectionable or
obnoxious that the proposed use would be against the public interest or detrimental or injurious
to the character of the neighborhood.
Now, therefore, by a unanimous vote of its three members, the Agawam Zoning Board of Appeals
hereby grants the petitioner a Special Permit to allow for the construction of a drive-through restaurant
with the following conditions:
J. The proposed project shall be constructed according the plan submitted entitled" Proposed
Commercial Development, 14,26,32 & 38 N. Westfield St., Agawam, MA, prepared by RLA
,revised 6/4/15 and signed by the members of this Board.
2. All zoning requirements are to be met.
3. The ordering kiosk with an intercom will be located as far back on the property as feasible. Such
sound from the intercom shall be directed away from the residential property next door.
4. Arborvitaes or similar plantings must be placed between the abutting residential property and the
subject property, staring at 35' from the street to the rear of the residential property.
5. There shall be no deliveries or dumpster pickups between the hours of 5PM through 7 AM.
6. All other conditions set forth by the Planning Board in its approval of site plan review, dated
June 4,2015 must be adhered to.
7. The drive-thru window must be closed between the hours of 12AM to 5AM.
8. The approved ANR plan must be recorded with the Hampden County Registry of Deeds and
proof of said recording must be submitted to this Board.
9. Any future change to this proposed project shall require coming back to this Board for approval.
10. The petitioner shall record with the Hampden County Registry of Deeds a "Notice of Special
Permit" form, which shall be provided by this Board and proof of said filing must be submitted
to this Board and to the Inspector of Buildings.
[[. This Special Permit shall become null and void if construction does not commence within two
(2) years from the date of this decision.
This decision is subject to appeal in accordance with M.G.L.Ch. 40A, Section 17 within 20 days
after this decision is filed with the Agawam Town Clerk.
Attachment: Signatory Page of Decision
•
Case #: 1937
Date: June 22, 2015
TOWNOFAGAWAM
36 MAIN STREET
AGAWAM, MA 01001
BOARD OF APPEALS
Signatory Page of Decision
Applicant: NWST, LLC (Raplh Depalma)
Address: 38 North Westfield Street
•
By a unanimous vote of its three members, the Zoning Board of Appeals hereby grants thb:O
petitioner a Special Permit. u,
This approval is subject to the conditions set forth in the attached written decision.
James Marmo
Gary Geiger (Alternate) Richard Maggi (Alternate)
Pamela Kerr
From:
Sent:
To:
Subjec1:
Memorandum
To: Planning Board
•
Steven Grasso
Monday, June 08, 2015 9:21 AM
Pamela Kerr
RE: Site Plan -North Westfield Street
From: Sergeant Steven Grasso-Safety Officer
Re: Site Plan-North Westfield Street Project
•
I have reviewed the site plan, the traffic study and visited the site where the building will be developed. In
mid-April, I spent time near the site monitoring the traffic flow between the hours of 7:15 A.M. and 8:30 A.M.
which I consider to be the peak hours for morning commute. Traffic was heavy during this time. The majority
of the traffic flow was south bound as I infer most traffic would be heading towards route 57. The majority of
the south bound traffic continued south thru the traffic lights onto South Westfield Street. I paid close
attention to the traffic flow in and out of the Pride gas station which also includes a Dunkin Donut drive-
thru. The average time to exit the parking lot and continue south bound on North Westfield Street was
approximately 12-25 seconds. Traffic exiting going north bound was less than ten seconds on average. Based
on the site plan, the north bound "exit only" may reduce the time to exit onto North Westfield Street being it
is a further distance from the intersection. There is also ample distance from the driveway of Fitness First
where safe entrance/exit from both driveways should not be an issue. The plan calls for just the two curb cuts
and sidewalks will be available for safe pedestrian travel. Stop signs will be posted at the north and south
exits and a do not enter sign will also posted at the north exit. I do not observe any safety concerns within the
parking lot and feel there is plenty of handicap parking available.
There is nothing to suggest that this project will create a safety hazard to pedestrian and vehicle travel.
Respectfully Submitted,
Sergeant Steven Grasso-Safety Officer
From: Pamela Kerr
Sent: Friday, June 05, 2015 8:51 AM
To: Steven Grasso
Cc: Michelle Chase
Subject: Site Plan -North Westfield Street
Good Morning Steve -At last night's Planning Board meeting the Board voted to approve the Site Plan for North
Westfield Street (DePalma) with several conditions, one of which is that you, as the Safety Officer, review the Traffic
Study that was submitted and provide comments to them. I've attached both the Traffic Study and the Engineering
1
• • Department memo dated May 28th indicating their comments on it. I apologize for not sending it you when I received
it. The Zoning Board of Appeals will be taking this matter up again on Monday evening.
Thank you.
Pam
Pamela R. Kerr
Administrative Assistant
Office of Planning & Community Development
413786·0400, ext. 8737
413726·9737 (direct)
Fax 786-9927
2
• •
Town of Agawam
June 5, 2015
NWSTLLC
267 Hillside Road
Southwick, MA 0 I 077
Dear Mr. DePalma:
36 Main Street Agawam, Massachusetts 01001-1801
Tel. 413-786-0400 Fax 413-786-9927
At its duly called meeting held on June 4, 2015, the Agawam Planning Board voted to approve
the plan entitled "Proposed Commercial Development, 14,26,32 & 38 North Westfield Street
(Map EIO, Parcels 12, 13, 14, & 15), Agawam, MA 01001", prepared by RLA and dated
3/30/15, revised 6/4115 with the following conditions:
• All professional staff comments are to be addressed;
• Zoning Board of Appeals approval is required;
• Planning Board shall receive details on the proposed signs;
• Approval of ANR plan showing three lots;
• Deliveries and dumpster pick up shall take place only between hours of 5 :00 AM and
5:00 PM;
• There shall be no dumpster pick up on Saturdays or Sundays;
• All exterior lighting shall be shielded (cut sheets to be provided)
• Four (4) sets of revised plans shall be submitted for the Board's signatures.
If you have any questions, please contact this office at 786-0400, extension 8737.
Copy: Board of Appeals, Eng. Dept., Safety Officer, Building Inspector, R. Levesque, Town
Clerk, File
To:
CC:
From:
Date:
Subjed:
• •
TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 811 0600 • Fax (413) 821 0631
Christopher J. Golba • SuperintendeDt
MEMORANDUM
Planning 1 R Levesque Associates, Inc.
File
Engineering Division
May 28, 2015
Conservation Commission Review with Site Plan -North Westfield Street -NWST LLC
Per your request, we have reviewed the Site Plan entitled, "Proposed Commercial Development -14, 26, 32
& 38 N. Westfield Street. (Map EIO, Parcels 12, 13, 14 &15), Agawam, MA; Prepared for: NWST, LLC,
267 Hillside Road, Southwick, MA 01077; Prepared by: R Levesque ·Associates, Inc., 40 School Street,
Westfield, MA 01085; Scale: I" = 30'; Dated: 51612015," and we have the following comments:
Conservation Commission Comments:
1. The proposed fill for the site will have to be approved by the Engineering Division prior to being
delivered to the site. Fill types must meet infiltration requirements as proposed in the stormwater
calculations.
Site Plan Comments:
2. Engineering has reviewed the Traffic Study for this project. The plan provides plenty of room for
queuing at the drive-thru windows so that there will be no backing up into North Westfield Street.
Engineering agrees that the project will not create a significant impact to delays or traffic conditions
in the area. While the Feeding Hills intersection does currently have congestion issues, the Town of
Agawam and MassDOT are working on a re-design of the intersection which is scheduled for
construction in 2017.
3. The utility pole located just to the south of the southern entrance of the property has a second pole
with a guy wire that will need to be relocated so that it doesn't fall within the drive thru driveway for
the southern building. The utility pole located just to the south of the northern driveway willlilcely
need to be replaced as well due to its condition.
4. The proposed retaining wall design will need to be approved by the Agawam Building Inspector. If
geotechnical grids are required for the wall, utility conflicts will need to be considered.
5. The proposed granite curb on North Westfield Street shall either match the existing gJ8Ilite curb or a
transition piece may need to be installed to match the existing conditions. Also, any re-usable
granite curb that is removed from the right of way shall be returned to DPW.
• •
6. It should be noted that the combination of the proposed retaining wall and the vinyl stockade fence
will have a height of approximately II feet between the existing grade of the back yard of the
property to the north and the top of fence.
7. Adequate shielding (fencing and/or plantings) will be needed to help reduce the noise from the drive
thru window.
8. Detectable sidewalk panels are needed at the sidewalk/driveway crossings adjacent to North
Westfield Street.
9. A stop sign and stop bar is required at 1he southern exit to 1he site.
10. The Agawam DPW has a new catch basin standard detail (see attached).
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,
~~,
Vladimir C8ceres
Civil Engineer I
~aen
Michelle C. Chase, P.E. -
Town Engineer
•
2" ____ r "-, 'I'" °1" ,'-' 'I'" 1 103/15'1 10" 10'
2" I--2" 10 3/16' , Ie:>. DI
h
GALVANIZE
AND GRATE
I::::.
If ::. -: ~U I . ';., ".' .: I ,-. :.,' .~ . .
SECTION A -A
B
~
~
/
D FRAM~ ~
TOP VIEW
,
AL
Dl!AWN B'I', IICC _ we IRE'VISIONS ~lE: 1-11-'15 -----------
IlWG. NO., 1
N'I'!!!MD..BY; J'IIL1i: CJG
:. .. -
-'--~nmrr-h-r~· ;; .... 'I '1' 'A:
11 1/2 ;. ~ . .; 1" "M'
..,
.. ',
J ' • .o •
I
7 13/16"
1'-0' I 2'-1 3/8" I B" J .=::::1 C.:::I t=.'::::Ici'
ECTION
BY DPW
B -8
CATCH BASIN
ALL CATCH BASIN TOPS ARE
TO BE LAID LEVEL
DESIGN NOTES:
1. CONCREl! -4000 P.S.I •• 28 DAYS.
2. RElNFORCEl.tENT. #4 RR BAR
3. MADE TO STAl! AND TOWN SPEClFlCAllONS.
4. WEIGHT. APPROX. 1700 laS.
5. GALVANIZED FRAME AND GRAl!
PRO.IECr SIfT. IWIE SIfT. NO.
TOv.to/ Of AGAWAM
CONSTRUCTION STANDARDS
CA TCH BASIN TOP
AC -TYPE "C"
USED WI BIT. CURB
D;;'4
•
•
Pamela Kerr
From:
Sent:
To:
Subject:
..
Erik Wight
Friday, June OS, 2015 2:22 PM
Pamela Kerr
RE: ANR -Depalma -North Westfield Street
•
The ANR for DePalma on North Westfield looks fine since now there are 3 separate properties for the three proposed
buildings locate in the Business A zone.
Erik
-----Original Message-----
From: Pamela Kerr
Sent: Friday, June OS, 2015 8:59 AM
To: 'Rob Levesque'; Geddis Paula; Jennifer Bonfiglio; Marc Strange; DePalma Ralph
Cc: Erik Wight
Subject: RE: ANR -Depalma -North Westfield Street
Good Morning Rob -I just spoke with Doreen about the outcome of last night's meeting and the fact that I did not revise
the agenda in time to include the ANR plan. I tried my best but I'm not sure if it helped. I apologize for any
inconvenience this may have caused.
Pam
---Original Message-----
From: Rob Levesque [mailto:robl@rlaland.com)
Sent: Friday, June OS, 2015 6:44 AM
To: Pamela Kerr; Geddis Paula; Jennifer Bonfiglio; Marc Strange; DePalma Ralph
Subject: ANR -Depalma -North Westfield Street
Pam,
Thank you for your help on this project. As discussed last night, can you explain to Jen where we are with the ANR plan?
The ZBA Chairwoman was very clear that she wanted the ANR before taking action. Maybe if she knows it has been
submitted and gets a chance to talk to you or review it, she will be more comfortable taking action.
Jen, once you chat with Pam and Doreen please let me know what you think about how we should proceed for next
week.
Have a great weekend! Thanks again,
Rob Levesque
Typos by iPhone
1
•
•
p ~113 :.,('ifl0985 f 413.558.0986 \.lIUJ \JJ.rlaiand.com
June 4, 2015
Mr. Mark Paleologopoulos, Chair
Town of Agawam Planning Board
36 Main Street
Agawam, MA 01001
RE: Site Plan Approval & Stormwater Permit
Proposed Commercial Development
•
14, 26, 32 and 38 North Westfield Street, Feeding Hills, MA
(Map E 10, Block 02, Parcels 12, 13, 14 & 15)
RLA Project File: 120929
Dear Mr. Paleologopoulos,
On behalf of the applicant, NWST, LLC, R. Levesque Associates, Inc. (RLA) has completed this letter in
response to the comments made by the Town of Agawam Engineering Division. R. Levesque Associates,
Inc. has reviewed the comments and is herein providing this memorandum to summarize and provide a
response as to how the comment(s) have been addressed. The following document was reviewed as part
of this evaluation:
• Letter from Town of Agawam Department of Public Works -Engineering Division, addressed to the
Town of Agawam Planning Board -Dated: May 28,2015
Based on the comments provided in the review letter above, R. Levesque Associates, Inc. shall update and
revise the site plans as necessary to address the comments which are described in detail in the subsequent
sections. The following responses provide the original comment as stated in the original document then
followed by the RLA response in bold. The comment numbering and format is consistent with the original
document for ease of reference.
Department of Public Works Engineering Division Letter Dated: May 28. 2015
Conservation Commission Comments:
1. The proposed fill for the site will have to be approved by the Engineering Division prior to being
delivered to the site. Fill types must meet infiltration requirements as proposed in the stormwater
calculations.
RLA Response: Sieve analysis will be provided to the Engineering Division prior to delivery to the site for
approval.
A LAND PLANNING SERVICES COMPANY
• • Proposed CommErcial DevElopment Response to Comments
14, 26, 32 and 38 NoMh Westfield Street Feeding Hills, Massachusetts
Site Plan Comments:
2. Engineering has reviewed the Traffic Study for this project. The plan provides plenty of room for
queuing at the drive-thru windows so that there will be no backing up into North Westfield Street.
Engineering agrees that the project will not create a significant impact to delays or traffic conditions in the
area. While the Feeding Hills intersection does currently have congestion issues, the Town of Agawam
and MassDOT are working on a re-design of the intersection which is scheduled for construction in 2017.
RLA Response: None Required.
3. The utility pole located just to the south of the southern entrance of the property has a second pole with
a guy wire that will need to be relocated so that it doesn't fall within the drive thru driveway for the
southern building. The utility pole located just to the south of the northern driveway will likely need to be
replaced as well due to its condition. The proposed retaining wall design will need to be approved by the
Agawam Building Inspector. If geotechnical grids are required for the wall, utility conflicts will need to be
considered.
RLA Response: The guy pole is located outside of the proposed pavement at the drive-thru for the
southern building. Retaining wall shop drawings and submittals will be provided to the Building Inspector
for approval.
4. The proposed granite curb on North Westfield Street shall either match the existing granite curb or a
tronsition piece may need to be installed to match the existing conditions. Also, any re-usable granite curb
that is removed from the right of way shall be returned to DPW.
RlA Response: Understood.
5. It should be noted that the combination of the proposed retaining wall and the vinyl stockade fence will
have a height of approximately 11 feet between the existing grode of the back yard of the property to the
north and the top of fence.
RLA Response: None required.
6. Adequate shielding (fencing and/or plantings) will be needed to help reduce the noise from the drive
thru window.
RLA Response: A six-foot vinyl fence and landscaping are proposed adjacent to the drive-thru.
7. Detectable sidewalk panels are needed at the sidewalk/driveway crossings adjacent to North Westfield
Street.
RLA Response: Detectable sidewalk panels will be provided at the sidewalk/driveway crossings and the
plans will be updated.
8. A stop sign and stop bar is required at the southern exit to the site.
RLA Response: A stop sign and stop bar will be provided at the southern exit and the plans will be
updated.
R LevesqUE AssociatES, Inc Page 2
• • ProposEd Commorclal DEvElopmEnt • 14, 26, 32 and 38 North WEstfiEld St"".t F .. dlng Hills;, MassachuSEtts
9. The Agawam DPW has a new catch basin slandard detail (see attached).
RLA Response: The catch basin detail will be revised to refleclthe new version.
Should you have any questions regarding the aforementioned information , please do nat hesitate to
contact our office at your convenience.
Sincerely,
Robert M. Levesque, RLA, ASLA
President
ce: NWST, LLC c/o Ralph DePalma
R lovuquo Assoclatos, Inc PagE 3
I
To:
CC:
From:
Date:
Subject:
• •
TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 821 0600 • Fax (413) 821 0631
CluUtopher J. Golba • SaperinteDdeat
MEMORANDUM
planning 1 R Levesque Associates, Inc.
File
Engineering Division
May28,20lS
Conservation Commission Review with Site Plan -North Westfield Street -NWST LLC
Per your request, we have reviewed the Site Plan entitled, ''Proposed Collltnercial Development -14, 26, 32
& 38 N. Westfield Street (Map EIO, Pan:els 12, 13, 14 &15), Agawam. MA; Prepared for: NWST, u.c,
267 Hillside Road, Southwick, MA 01077; Prepared by: R Levesque Associates, Inc., 40 School Street,
Westfield, MA 01 08S; Scale: I" = 30'; Dated: 51612015," and we have the following comments:
Conservation Commission Collltnents:
1. The proposed fill for the site will have to be approved by the Engineering Division prior to being
delivered to the site. Fill types must meet infiltration requirements as proposed in the stormwater
calculations.
Site Plan Comments:
2. Engineering has reviewed the Traffic Study for this project. The plan provides plenty of room for
queuing at the drive-thru windows so that there will be no backing up into North Westfield Street.
Engineering agrees that the project will not create a significant impact to delays or 1laffic conditions
in the area. While the Feeding Hills intersection does currently have congestion issues, the Town of
Agawam and MassDOT are working on a re-design of the intersection which is scheduled for
construction in 2017.
3. The utility pole located just to the south of the southern entrance of the property has a second pole
with a guy wire that will need to be relocated so that it doesn't fall within the drive thru driveway for
the southern building. The utility pole located just to the south of the northern driveway will likely
need to be replaced as well due to its condition.
4. The proposed retaining wall design will need to be approved by the Agawam Building Inspector. If
geotechnical grids are required for the wall, utility conflicts will need to be considered.
S. The proposed granite curb on North Westfield Street shall either match the existing granite curb or a
transition piece may need to be installed to match the existing conditions. Also, any re-usable
granite curb that is removed from the right of way shall be returned to DPW.
• • •
6. It should be noted that the combination of the proposed retaining wall and the vinyl stockade fence
will have a height of approximately 11 feet between the existing grade of the back yard of the
property to the north and the top of fence.
7. Adequate shielding (fencing and/or plantings) will be needed to help reduce the noise from the drive
thru window.
8. Detc:ctable sidewalIk panels are needed at the sidewa1kldriveway crossings adjacent to North
Westfield Street.
9. A step sign and stop bar is required at the southern exit to the site.
10. The Agawam DPW has a new catch basin standard detail (see attached).
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.
Siru;cre1y,
~~~
Vladimir caceres
Civil Engineer I
~aa~ Michelle C. Chase, P.E.
Town Engineer
r
"_I "-"/8' '-"fit' , '" "" " 1 " ll--2 10 3/1'-10" 10 3/1'-10"
'. . E " . . .: . :~. '~. >.:. ~Ir IL' ", :.... . .. ' ,'. ~ ;" 1515/16" " .' . T I' .' 11 1/2 '. .•. ; ... ,~,,:,::.: r ··~··~.··'>· :.~". I 1'-0' I 2'-8 3/1t" I 1'-0" I I 7 13/16" 4 C::II C':I c=
1'-0" I 2'-1 3/8" I 8" I SECTION A - A CI ,,'" " "" c •
-8 SECTION 8 -B
e ~~~~ ~4-CATCH BASIN
h ~ ~t ALL CATCH BASIN TOPS ARE
A ~ ~ TO BE LAID LEVEL
A "'/"", ,'" ~.~ TO ~
SEAL TO BE APPROVED BY DPW
7/ DESIGN NOTES; •
7 ..B 1. CONCRETE ItOOO P.S.I. , 28 DAYS.
GALVANIZED FRAM[/ 2. REINFORCEMENT, 14 RR BAR
AND GRATE 3. MADE TO STATE AND TOWN SPEClFlCAllONS. TOP VIEW 4. WEIGHT. APPROX. 1700 LBS. 5. GALVANIZED FRAME AND GRATE
Qf!AW!! !!!': lice' YJC REVISIONS PROJECT SIfT. _ • NO.
DAlE: 1-11-'1. TOWN Of AGAWAM CATCH BASIN rop ~4
!lWG NO' t CONSTRUCllON STANDARDS AC -TYPE "c"
AfII'!!(M!) Br; JJD .. Co!!! USED W / BIT. CURB
From: LETTER1t-TRANSNUTTAL
R LEVESQUE ASSOCIATES1 INC. Date: 5/:'11 r,w 15
A Land Planning Services Company n No: 141001
www.rlaland.com : Name: C;n~' ,AI Street -Two-Lot L
40 School Stn:e~ P.O. Box 640, Westfield, MA 01086 RE: Notice of Intent and ApP.
413-S68.Q985 (0 ) 413 -568.Q986 (F)
To: Town of Agawam
Planning Office
36 Main Street
Agawom, MA 01001
Attention: Pam Kerr
We Are Transmitting to You: o Under Separate Cover VIA ~ Attached
~ Plans 0 Approval of Subcontractor 0 Copy of Letter
o Specifications 0 Order on Contract 0 Photographs
o Report 0 Original Drawings 0 Proposal
~ Form 0 Other
o~~~:~;s OWl:
Date N"mh=~ Description
6 Full Size .I'. ~ ." I Plan
These are Transmitted as Noted Below:
( o For Approval D Approved as Submitted D Resubmit _ Copies for Approval
D For Information D Approved as Noted D Resubmit __ Copies for Distribution
D For Action D For Corrections D Return __ Corrected Prints
D As Requested I8J For Review and Commeuts D
Remarks: Hi Pam.
Included herein, Elease find the Definitive Subdivision Plan Set for the terminus of Samuel Street,
AIlawam. Please feel free to contad our office should }'2U have an~ guestions or concerns, ~ are
the remaining col;!ies to an NOI and Definitive Subdivision ApElication submitted on May 21, 2015.
Thank you kindhr for your time and consideration.
~
is ~--~/ 'il. 0 U
~J' ~'TU" ~ '/ 'ElT
Note: If Euclosures are not as noted, please notify us at ODce.
Pamela Kerr
From:
Sent:
To:
Subject:
Attachments:
•
Pamela Kerr
Tuesday, May 19, 2015 3:38 PM
Michelle Chase
meeting cancelled
5-21-15 meeting cancellation notice.pdf
•
Hi Michelle -We have cancelled this week's Planning Board meeting due to lack of a quorum. The only item on the
agenda was North Westfield Street. This goes to ZBA on next Tuesday and Conservation Commission on Thursday the
28th• The next Planning Board meeting is June 4th and the Board usually has the Conservation Commission act on the
project first. So, please review and comment on the traffic study and revised plan/documentation at your earliest
convenience so that we can keep this moving forward. Thank you.
Pam
Pamela R. Kerr
Administrative Assistant
Office of Planning & Community Development
413786-0400, ext. 8737
413726-9737 (direct)
Fax 786-9927
1
From: LETTER~TRANSMITTAL
R LEVESOUE ASSOCIA TES1 INC. Date: May 14, 2015
A Land Planning Services Company : No: 120929
www.rlaland.com : Name: 26-32 North "'-.e. I Street
40 School Stree~ P.o. Box 640. Westfield, MA 01086 RE: Notice of Intent Filing A I
413-568-{)985 (0) 413 -568-{)986 (F)
To: Town of Agawam
Conservation Commission
36 Main Street
Agawam, MA 01001
Attention: Pamela Kerr
We Are Transmitting to You: o Under Separate Cover VIA [gJ Attacbed
[gJ Plans 0 Approval of Subcontractor 0 Copy of Letter
o Specifications 0 Order on Contract 0 Pbotograpbs
o Report 0 Original Drawings 0 Proposal
o Form 0 Otber
Nnmh.r D ....
of Date Number Description
Copies
1 Site Plan Set
Letter
Tbese are Transmitted as Noted Below:
o For Approval 0 Approved as Su bmitted o Resubmit __ Copies for Approval
o For Infonnation 0 Approved as Noted o Resubmit __ Copies for Distribution
o For Action 0 For Corrections o Return __ Corrected Prints
o As Requested IZI For Review and Comments 0
Remarks:
Hi Pam.
Please feel free to contact our office should you have any guestions or concerns.
Thank you kindl)' for your time and consideration.
R)'an Dodge
!'Ow". LLC clo Ralpb npp.I~.
'" Town of . ... .,
L~ .~ "" '" U
By: ,/' f'
Note: If Enclosures are not as noted, please notify us at once.
• R LEVESQUE ASSOCIATES, INC.
40 Sch901 StrEEt, P.O. BOX 640, WE5_tfiEld, MA 01085
P 413.568.0985 . f 413.568.0986 . www.rlaland.com
May 14, 2015
Mr. Mark Paleologopoulos, Chair
Town of Agawam Planning Board
36 Main Street
Agawam, MA 01 001
RE: Site Plan Approval & Stonmwater Permit
Proposed Commercial Development
•
14, 26, 32 and 38 North Westfield Street, Feeding Hills, MA
(Map E 10, Block 02, Parcels 12, 13, 14 & 15)
RLA Project File: 120929
Dear Mr. Paleologopoulos,
On behalf of the applicant, NWST, LLC, R. Levesque Associates, Inc. (RLA) has completed this letter in
response to the comments made by the Town of Agawam and the Massachusetts Department of
Environmental Protection (MassDEP). R. Levesque Associates, Inc. has reviewed the comments and is
herein providing this memorandum to summarize and provide a response as to how the comment(s) have
been addressed. The following documents were reviewed as part of this evaluation:
• Letter from the Town of Agawam Office of Planning -Dated: April 2, 2015
• Letter from the Massachusetts Department of Environmental Protection addressed to NWST, LLC. -
Dated: April 7, 2015
• Letter from the Town of Agawam Department of Public Works -Engineering Division, addressed to
the Town of Agawam Conservation Commission -Dated: April 9, 2015
• Letter from Agawam Police Department, addressed to the Town of Agawam Planning Board -
Dated: April 15, 2015
• Letter from Town of Agawam Department of Public Works -Engineering Division, addressed to the
Town of Agawam Conservation Commission-Dated: April 16, 2015
• Letter from Town of Agawam Department of Public Works -Engineering Division, addressed to the
Town of Agawam Conservation Commission -Dated: April 30, 2015
Based on the comments provided in the review letters above, R. Levesque Associates, Inc. has updated
and revised the site plans as necessary to address the comments which are described in detail in the
subsequent sections. The following responses provide the original comment as stated in the original
document then followed by the RLA response in bold. The comment numbering and format is consistent
with the original document for ease of reference.
A LAND PLANNING SERVICES COMPANY#
• • ProposEd Commercial Development REsponSE to CommEnts
14, 26, 32 and 38 North WEstfiEld StrEet FEEding Hills, MassachuSEtts
Agawam Office of Planning Site Plan Comments -Letter Dated: April 2, 2015
1. Description of Proiect: Construction of three commercial buildings (a 2,100 SF drive-thru
restaurant, a 6,020 SF medical building and a 2,800 SF credit union with a drive-thru service
window); parking and associated site improvements.
RLA Response: The building dimensions have been revised as follows:
• Drive-thru Restaurant: 2,500 SF
• Medical Building: 6,720 SF
• Credit Union: 2,680 SF
2. Description of Site: The site consists of 2.8 acres. The maiority of the site contains wetlands and
buffer area regulated by the Wetlands Protection Act. A wetland boundary delineation was
approved by the Conservation Commission on September 14, 2012 and the Commission is
currently reviewing the Notice of Intent.
RLA Response: The Notice of Intent is currently being reviewed by the Conservation
Commission. An Order of Conditions has nat been issued at the time.
3. Provisions for Traffic Flow: Proposed curb cut located on the north end of the property consisting
of two exit only traffic lanes and a proposed two way curb cut on the southern end of the site
which provides access to the entire development. An easement across the property will be
required. A T roffic Study had not yet been submitted. Also, the plan shows a future connection
to the Fitness First driveway.
RLA Response: An easement has been created in order to accommodate the nature of the
shared parking lot for the different uses on the site. The easement language has been
incorporated on the ANR Plan. A traffic study has been submitted to the Planning Department.
An easement has been incorporated into the site plan for a future connedion to the adjacent
parking lot, however no connection is proposed at this time.
4. Parking: One hundred (100) parking spaces including 8 handicapped are shown. Applicant or
his engineer should demonstrote to the Board how the total number of spaces has been
calculated. Also, a shared parking easement should be provided.
RLA Response: The total number of required parking spaces has been calculated as follows:
Credit Union' (10 res. + 8 emp.)
Medical Building" (34+4+5)
Drive-thru Restraurant*"
8 spaces
43 spaces
50 spaces
Total Required = 1 01 spaces
, 5 reservoir spaces/drive-thru teller + 1 parking space/employee:
(2 drive-thru tellers requires 10 reservoir stacking spaces + 8 employee parking spaces)
" 1 space/200 S.F. gross floor area + 1 space/doctor + 1 space/2 employees
(6,720 SF building + 4 doctors + 10 employees)
'" 50 spaces minimum for restaurant with drive-thru
The total number of provided parking spaces is 101. Please refer to sheet C-3 for the table
illustrating the calculations used to obtain the required amount of parking spaces. The
R LEVESqUE AssociatES, Inc Pago2
• • ProposEd Commercial DEVElopment Response to Comments
14. 26. 32 and 38 North WEstfiEld StrEEt FEEding Hills, MassachuSEtts
easement language has been incorporated on the ANR Plan.
5. Drainage: See engineering comments.
RLA Response: Please refer to the Engineering Comments and responses in the following
sections.
6. Public Utilities: O.K.
RLA Response: None required.
7. 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." Applicant/Engineer should pravide additional fencing and/or screening
along the residential properties to the south.
RLA Response: Sheet C-7 -Landscaping Plan has been updated to include this note.
8. Sign Location: All sign locations should be shown on plan.
RLA Response: The proposed signage has been added and is reflected on sheet C-3.
9. Exterior lighting: The application references a photometric/site illumination plan but one has
not been provided. Cut sheets for all exterior lights must be submitted. All exterior lighting
must be recessed and shielded so as not to shine on adjacent properties.
RLA Response: A photometric plan has been attached to the plan set and labeled as C-B -
Photometric Plan in the set.
10. Rendering or Elevations: Not provided. Clapboards, pitched roof and historic design style is
preferred.
RLA Response: The elevations for the proposed buildings have been sent to the Planning
Department.
11. Dumpster location: The dumpster must be gated, fenced and screened.
RLA Response: The plans have been revised to reflect a fenced in dumpster location.
12.0ther comments or Concerns: An ANR plan is to be submitted.
RLA Response: A draft ANR plan has been provided in the plan set.
Department of Environmental Protection Western Regional Office Letter Dated: April 7. 2015
1. Praposed site work is shown on the existing conditions plan, making it unclear as to what woody
vegetation-if any-needs to be cleared adjacent to the BVW on the site. The applicant should
provide a stand-alone existing conditions plan that excludes proposed work and depicts an
R LevEsqUE Associates, Inc PagE 3
• •
Proposed Commercial DEvelopment REsponSE to Comments
14, 26, 32 and 38 North WEstfield Street FEEding Hills, MassachuSEtts
accurate tree line and any other prominent natural features. Subsequent proposed conditions
plans should depict any clearing of forested or other woody vegetotion in the Buffer Zone.
RLA Response: The existing treeline closely follows the edge of the bordering vegetated wetland
located along the exlern edge of the property. The remaining areas or the property were
maintained as residential uses with grassed lawns and accessory buildings such as sheds.
2. Work proposed under this Notice of Intent includes permanent Buffer Zone alterations immediately
adjacent to the boundary of BVW. The plan also proposes construction of a retaining wall in direct
proximity to the boundary of BVW. These activities may have a high likelihood of resulting in an
alteration of BVW. The Conservation Commission should review the project under 310 CMR 10.
53(1), and based on that review, require additional information, which may include the following:
1) Revision of the project design and site plans to locate all proposed structures farther from
the BVW boundary, and allowances for natural vegetation in the Buffer Zone between the
BVW boundary and the proposed structures;
RLA Response: The project has been redesigned ta avoid impacts to the BVW. The
proposed retaining wall along the BVW has been extended such that the proposed grading
terminates at the wall rather than wrapping around.
2) Design and construction information (e.g., including temporary workspaces required)
demonstrating that construction of the retaining wall will not result in any impacts to the
BVW.
RLA Response: Due to the nature of the topography of the site with the gentle slope near
the proposed retaining wall, over-excavation to install the retaining wall footings can be
minimized and will not impact the BVW. All work shall be performed from the parking lot
side of the retaining wall and all disturbed buffer zone areas shall be re-vegetated upon
completion of construction.
3) Documentation that the retaining wall will not impede flow of surface water or
groundwater to the BVW, or otherwise alter hydrology within the BVW.
RLA Response: The proposed stormwater management system has been designed to
mimic the existing drainage pallerns of the site. Currently, there is an existing outfall from
the drainage infrastructure in North Westfield Street located towards the south of the
property which contributes runoff to the BVW as well as the surface runoff flows. The
surface runoff flows from west to east across the site. The proposed grading and
stormwater management system mimic these existing drainage pallerns. The existing
drainage outfall from the North Westfield Street stormwater system will be located in
generally the same location as existing conditions while the proposed stormwater
management system has incorporated two separate outfalls for beller discharge
distribution along the BVW. The site will require fill material to bring the grades up to the
proper elevations in order for the proposed subsurface infiltration systems to have a
minimum 2-foot separation to groundwater.
3. The commission should discuss and review the requirement for an additional fee for other work in
jurisdiction such as another building and/or parking area required for the second and third
building.
R LEVESqUE AssociatES, Inc PagE 4
• • Proposed Commercial DEvElopment ResponsE to CommEnts
14. 26, 32 and 38 North WEstfield StrEEt FEEding Hills, Massachusetts
RLA Response: The applicant is prepared to pay whatever fee the commission feels is corred.
4. The applicant proposes stormwoter management primarily via underground infiltration chambers,
although it is unclear based on the project plans what the proximity to the estimated high
groundwater table is. Sheet 0-2 appears to depid generic manufadurer's materials and
construction specifications, yet a site-specific, vertical scale for each infiltration system is not
provided. In order to determine if the infiltration systems can feasibly fundion at this site, the
Commission should require--ot a minimum-detailed cross-section depictions of each infiltration
system, which illustrate the precise dimensions of each physical component of the systems, and a
precise vertical scale which depicts the adual depth to groundwater based on the soils data
provided, and additionally based on the additional site-specific soils data that the applicant has
committed to "prior to construction" as stated in Section 2.3 of the Stormwoter Report. The soils
data provided in the Stormwater Report suggest that the seasonal high water table at the site
(based on redoxymorphic features encountered in the test pits) ranges from 25-48" below grade,
which contributes to uncertainty regarding the feasibility of this stormwater management
approach. Attached is the MassDEP Western Region guidance on compliance with the Stormwater
Standards.
RLA Response: The stormwater management system has been designed to meet the guidelines set
forth in the MassDEP Stormwater Management Handbook. All proposed subsurface infiltration
systems have been designed with the required 2' separation to estimated seosonal high
groundwater. A table has been added to Sheet 0-2 which shows the groundwater elevation and
bottom of subsurface system at each location. Additional test pits have been performed within the
areos for subsurface infiltration basins #1, #2 and #3 in order to confirm the 2' separation to
groundwoter at those locations.
5. The applicant should review UIC program requirements for the infiltration chamber. Please go to
http://www.mass.gov/eea/agencies/massdep/water/drinking/underground-injection-control.html
for more information and registration.
RLA Response: The slormwater management system has been designed to meet the guidelines set
forth in the MassDEP Stormwater Management Handbook. As such, the subsurface infiltration
systems are an allowed use under the UIC program requirements. A UIC registration will be
recorded upon receipt of the required construdion permits.
Department of Public Works -Engineering Division -Letter Dated: April 9, 2015
1. Snow storage areas should be indicated on the plans. Engineering recommends that a
vegetated filter strip area be installed between any snow storage areas and the wetlands.
RLA Response: Due to the nature of the site there are limited areas to store snow on the
property. Snowfall from the walkway areas can be stored within the landscaped areos adjacent
to the buildings, however, major snowfall events within the parking lot will be required to be
trucked off site. A note has been added to Sheet C-3. As referenced in the Long-Term
Operation and Maintenance Plan, any snow that cannot be stored on site sholl be trucked off
site and disposed of properly.
2. The proposed plans show that a construction entrance will be installed only at the northern most
R LeVEsqUE AssociatES, Inc PagES
• •
ProposEd Commercial DEvElopmEnt REsponSE to CommEnts
14, 26, 32 and 38 North Westfield StrEet FEEding Hills, Massachusetts
curb cut. Engineering recommends that an additional construction entrance be installed at the
southern curb cut. Otherwise, the Contractor shall be responsible for assuring that construction
traffic is restricted to the northern entrance.
RLA Response: A second construction entrance has been added to the southern entrance.
3. Engineering is still in the process of reviewing the Stormwater Calculations. We request that an
electranic copy of the HydroCAD files be sent to use.
RLA Response: A copy of the HydraCAD hydrologic model was sent to the Town of Agawam
Engineering Department.
4. Engineering will have additional comments on the Site Plans after the team meeting for this
project scheduled for Tuesday April 14, 2015.
RLA Response: See responses to comments from subsequent letters below.
Agawam Police Department-Leiter Dated: April 15, 2015
I have reviewed the site plan for the North Westfield Street project in Feeding Hills and I feel
there are no outstanding safety concerns from my office as Safety Officer with the Agawam
Police Department. The southern driveway will have two way travel (entrance/exit) with ample
distance from the Pride to allow safe travel. The northern driveway will be an exit only with
ample distance from the Fitness First driveway to all safe travel. The project includes a
sidewalk on the eastern side of the street to allow safe travel for pedestrians. There is nothing
to suggest that this project will create a safety hazard to pedestrians or vehicle travel.
RLA Response: Thank you for your consideration.
Department of Public Works -Engineering Division -Letter Dated: April 16, 2015
1. The proposed plans show that a construction entrance will be installed only at the northern
most curb cut. Engineering recommends that an additional construction entrance be installed
at the southern curb cut. Otherwise, the Contractor shall be responsible for assuring that
construction traffic is restricted to the northern entrance.
RLA Response: A second construction entrance has been added to the southern entrance.
2. Snow storage areas should be indicated on the plans. Engineering recommends that a
vegetated filter be installed between any snow storage areas and the wetlands.
RLA Response: Due to the nature of the site there are limited areas to store snow on the
property. Snowfall from the walkway areas can be stared within the landscaped areas adjacent
to the buildings, however, major snowfall events within the parking lot will be required to be
trucked off site. A note has been added to Sheet C-3. As referenced in the Long-Term
Operation and Maintenance Plan, any snow that cannot be stored on site shall be trucked off
site and disposed of properly.
3. Show proposed easement for Town drain pipe.
R LeVEsqUE AssociatES, Inc Page 6
• •
Proposed Commercial DevElopment ResponSE to Comments
14, 26, 32 and 38 North WEstfiEld StrEet FEEding Hills, MassachusEtts
RLA Response: The easements have been shown on the ANR plan.
4. Please submit a traffic impact study.
RLA Response: A traffic study has been submitted to the Planning Department.
5. The plan should have a DO NOT ENTER sign in the bank drive-thru exit.
RLA Response: A DO NOT ENTER sign has been added.
6. Please provide a van accessible parking space and sign at the proposed bank.
RLA Response: A van accessible space and related sign has been incorporated into the plans.
7. The maximum cross slope for the handicap ramp should be 2.0%.
RlA Response: All ADA access ramps have been designed to meet the 521 CMR requirements.
No cross slopes shall exceed 2%.
8. A crosswalk needs to be added within the parking lot to connect the proposed credit union and
medical buildings. Accessible curb cuts shall be provided. (see attached detail)
RLA Response: A crosswalk and required curb cuts have been added to the site plans.
9. At least two parking spaces parallel to proposed drive-thru restaurant should be removed to
allow vehicles to turn around if all spaces are full. (see attached detail)
RLA Response: The parking spaces have been removed and an aisle has been included to
allow for greater turn around space.
10. Pavement markings should be added to direct traffic to the exit.
RLA Response: Pavement markings have been added to the site plan. Furthermore, the
northern driveway exit has been reduced to a single-lane to better direct traffic to the exit.
11. Please show locations for granite curb transition piece.
RLA Response: Granite curb transitions have been added to the site plans. Please refer to
sheet C-3 for the locations of the granite curb transition pieces.
12. Sleeve the proposed Town owned drain pipe to avoid sheer future at the retaining wall.
RLA Response: The pipe penetration detail has been revised such that the outfall is at the face
of the wall. The pipe shall be encased in concrete made flush to the wall in order to maintain
the aesthetics and structural properties of the wall. Shop drawings shall be provided by the
manufacturer prior to construction.
13. Move DMH located on the southwest to avoid going under concrete pad and berm in both
locations.
R LEVESqUE Associates, Inc PagE 7
• •
ProposEd Commercial DEvelopment ResponsE to Comments
14, 26, 32 and 38 North WEstfiEld StrEEt FEEding Hills, Massachusetts
RLA Response: The DMH has been relocated to be out of any concrete pad and berm.
14. Proposed spot grades need to be shown at the dumpster area and southeast of the parking lot
by the existing retaining wall. Engineering is concerned Stormwater will collect in these
locations. This runoff must be directed to catch basin and away from the wetlands.
RLA Response: The plans have been updated to include spot grades to better depict the
proposed drainage patterns near the dumpster area.
15. Pre-treatment may be needed for outfalls.
RLA Response: The runoff being discharged from the subsurface infiltration systems are being
treated to the standards of the Massachusetts Department of Environmental Protection
Handbook. Therefore, all discharge had been effectively pre-treated prior to discharge.
16. The HMA berm needs to be labeled around the entire paved area.
RLA Response: Sheet C-3 has been updated to properly label the berm.
17. Per T awn Code, any facilities at which on-site food preparation, food processing, food
handling, food service, or other related activities which may result in fats, oils, and grease
being intraduced into the waste stream will be required to design, install, and maintain an
oil/water/grease interceptor/separator appropriate for the intended use. No waste other than
those requiring treatment or separation shall be discharged into any interceptor or separator.
Chapter 175 -29B [Amended 9-20-2010 by TOR -201 0-5] (see attached details)
RLA Response: Per discussions with the Df"N and Plumbing Inspector, due to the nature of the
restaurant not performing cooking with heavy loads of fats, oils, or grease, the proposed
internal grease interceptor is sufficient for the proposed use.
18.lt's recommended that the developer work with the owner of the retaining wall located to the
south of the Lot before starting construction. It's possible this wall could be backfill or removed.
RLA Response: The proposed location of the retaining wall has been modified since the
original submission. As stated in the comment, the proposed retaining wall along the southern
property line adjacent to the existing retaining wall has been removed.
19. Engineering is still in the process of reviewing the Stormwater Calculations.
RLA Response: None required.
20. Engineering has not completed the review of the plan. A final list of comments will be
submitted once the review of HydroCAD and plans is completed.
RLA Response: See responses to comments below.
R LEVesqUE AssociatEs, Inc PageS
• •
Proposed Commercial Development ResponSE to Comments
14, 26, 32 and 38 North Westfield StrEEt Feeding Hills, MassachusEtts
Department of Public Works -Engineering Division -letter Dated: April 30, 2015
1. Please provide the existing and proposed inverts for the existing catch basin in North Westfield
Street located in front of the proposed credit union.
RLA Response: The existing outlet invert at this catch basin is 211.9. The proposed outlet will
maintain the existing elevation.
2. Snow storage area should be indicated on the plans. Engineering recommends that a
vegetated filter strip area be installed between any snow storage areas and the wetlands.
RLA Response: Due to the nature of the site there are limited areas to store snow on the
property. Snowfall from the walkway areas can be stored within the landscaped areas adjacent
to the buildings, however, major snowfall events within the parking lot will be required to be
trucked off site. A note has been added to Sheet C-3. As referenced in the Long-Term
Operation and Maintenance Plan, any snow that cannot be stored on site shall be trucked off
site and disposed of properly.
3. The Developer shall make certain that the proposed grading for the project site does not
impede stormwater flow to the wetlands from the northern and southern abutting properties.
RLA Response: The proposed site was designed to maintain the existing drainage patterns of
the property. The runoff from the southerly site (Pride Station) is discharged via a detention
basin, while the runoff from the northerly site (Fitness First) sheet flows off the pavement to the
east. Therefore, the construdion of the site will not impede the flow patterns of the adjacent
properties.
4. Engineering may have additional comments on the Site Plan after R levesque Associates
addresses our comments from our memo dated April 16, 2015.
RLA Response: Understood.
Should you have any questions regarding the aforementioned information, please do not hesitate to
contad our office at your convenience.
Sincerely,
Robert M. levesque, RLA, ASLA
President
cc: NWST, LLC c/o Ralph DePalma
R LeVEsquE Associates, Inc
Filipe Cravo, P.E.
Project Engineer
PagE 9
•
40 S~h.,()( Slrt'{:\ P O 80)( 640. W~stti~ld MA 0108S
I> m3 Sb8 0985 I 413 560.0913G U1' .. UJ rlaloln(j {om
May 7,.2015
Mr. Mark Paleologopoulos, Chair
Town of Agawam Planning Board
36 Main Street
Agawam, MA 01001
RE: Site Plan Approval & Stormwater Permit
Proposed Commercial Development
14, 26, 32 and 38 North Westfield Street, Feeding Hills, MA
(Map E 10, Block 02, Parcels 12, 13, 14 & 15)
RlA Project File: 120929
Dear Mr. Paleologapoulos,
•
On behalf of our client, NWST, LLC, our office is herein requesting and continuance of this evening's Planning
Board hearing for the proposed Site Plan Approval and Stormwater Permit Applications for the above referenced
site. We understand that there will be no quorum at this evening's meeting and are hereby requesting to be
placed on the Board's next available agenda, tentatively scheduled for Thursday, May 21, 2015.
Should you have any questions regarding this request, please do not hesitate to contact our office at your
convenience.
~
Paula D. Geddis
Operations
cc: NWST, LLC
A LAND PLANNING SERVICES COMPANY
Pamela Kerr
From:
Sent:
To:
Cc:
•
Paula Geddis <paulag@rlaland.com>
Thursday, May 07, 2015 3:09 PM
Pamela Kerr; Marc Strange
'Robert M. Levesque'; 'Roseanne Casale'
•
Subject:
Attachments:
Planning Board Hearing Continuation Request for North Westfield Street, Feeding Hills
2015-5-7 Planning Board Continuation Request -North Westfield Street.pdf
Greetings.
On behalf of our client, our office is herein requesting a continuation of this evening's Planning Board Hearing with
regard to North Westfield Street, Feeding Hills. We understand that there will not be a quorum for this evening's
meeting. With that said, we respectfully request a continuance until the next available Planning Board meeting,
tentatively scheduled for Thursday, May 21, 2015.
Please kindly continn receipt at your earliest convenience.
Thank you.
Paula
Paula D. Geddis, Operations
R LEVESQUE ASSOCIATES, INC.
40 School Street, PO Box 640
Westfield, MA 01085
P 413.568.0985
f 413.568-0986
www.rlaland.com
1
, -.-, .. • • 1
May 5, 2015
RECErvED Marc Strange, Director
Town of Agawam
36 Main Street
Agawam, MA 01001
Dear Mr. Strange,
MA'< .04 Ill'S
AGAWAM
pLANNlNG BOARD
We would like to outline for you our concerns
with the project that is contempl ated at 14, 26, 32
and 38 North Westfield Street, Feeding, Massachusetts
by Ralph DePalma.
We are all abutters to this proj ect a nd were
in attendance at the last meeting, with the exception
of Mr. Botta, who was unable to attend. We also
attended one Conservation Comm ittee meeting.
Unfortunately, we were never notified of
th e proposed zone change to 26 North Westfield Street
that took place we believe on July 8, 2013 before the
City Council. So we were not in attendance but we
would have strongly objected .
Our concerns are as follows: Traff i c
congestion . Our understanding is that there will be
parking for 100 cars and that at any given point in
time will be entering and exiting onto North Westfie l d
Street , a two-lane road that cannot handle the traff i c
• •
now. There is also traffic entering and exiting from
Fitness First and the Pride Convenience Store and gas
station which also houses a Subway and Dunkin' Donuts.
We also feel this is a huge safety issue. We
have elementary school and junior high school students
that walk to school and will be crossing these lanes
of travel at the busiest times of the day. And also
the housing project for seniors is located down the
street so there is even more foot traffic.
At certain times of the day it is
impossible to get out of our driveways with the amount
of traffic we have currently. Adding this amount of
cars can only make the situation worse.
We are especially in opposition to a
restaurant with a drive-through window because not
only is there historic homes, it will just create an
impossible situation i.e. more congestion, noise and
littering at all hours of the day and night.
That brings up the issue of noise and air
quality pollution. Right now we have tremendous
amounts of traffic from not only passenger vehicles
but motorcycles, dump trucks, tractor trailers and
just trucks towing trailers.
When the trucks are idling in front of
our homes waiting for the light to change, it is loud
2
• • 3 .
and as you can imagine the quality of the air is also
affected.
There is also the noise from the
drive-through window at Dunkin' Donuts and also the
dumpster pickup at 3 a.m. every Wednesday and Sunday
morning that we experience from the Pride Convenience
Store.
There has also been no mention of the
hours of operation of all three businesses or who they
have been leased to for that matter. We also have a
concern with delivery trucks and dumpsters being on
the property at different hours of the day and night.
We are not even sure how a tractor
trailer delivering product will be able to maneuver
out of the property the way it is designed. There
will also be the traffic from medical vehicles i.e.
ambulances or police cars.
There is also signage and lighting issues
for us. We already have the Fitness First sign and
all the signs and lights at the Pride on all night.
Even the lights in the rear of Fitness First are very
bright and on all night.
This project was never supposed to be
this size and if a zone change had not been approved,
we wouldn't be here now.
-• •
What we find most troublesome is another
drive-through window and a restaurant just feet from
Dunkin' Donuts and Wendy's. To even suggest a
drive-through window located almost on top of the
house that sits next door is unconscionable and
inconceivable.
We also have concerns with the
environmental impact on the wetlands. We pick up
trash in and around our property on a daily basis even
from the Wendy's. People throw their trash out the
window, so where will it all end up?
In closing, we can only hope that you
listen closely to our concerns and have some
consideration for us. We do live here and want to
continue to enjoy our homes that we also have made
investments in.
Barbara Murphy
35 North Westfield Street
Feeding Hills, MA 01030
Thank you and we remain,
Mr. and Mrs. Michael Murphy
45 North Westfield Street
Feeding Hills, MA 01030
Rosemarie Slosek
54 North Westfield Street
Feeding Hills, MA 01030
4
r •
Mr. and Mrs. Botta
44 North westfield Street
Feeding Hills, MA 01030
cc: . /'ic...-Agawam Clty Cou~~'
Richard Cohen, Mayor
Agawam Planning Board
• 5
Safety Officer, Agawam Police Department
Zoning Board of Appeals
• •
J.S. PECHULIS / LAND DEVELOPMENT SERVICES, INC.
JSP • •
• •
Site Design
Permitting
Construction Management
Traffic Analysis
181 Notre Dame Street
Westfield, MA 01085
Web: www.jsplds.com Phone:41~
Fax: 413-564-0405
April 16, 2015
Robert Levesque
R. Levesque Associates, Inc.
& Ecotec Environmental Associates
29 Broad Street
Westfield, MA 01086
RE: Proposed Commercial Development -North Westfield Street, Agawam
Dear Mr. Levesque:
J.S.PechulislLand Development Services, Inc. (JSPILDS) has been retained to evaluate the traffic
access plan for the proposed construction of a mixed use development located at 26 North Westfield
Street in Agawam, Massachusetts. OuUined below is the assessment of traffic access, trip generation,
and driveway operations for the proposed project.
Project Description
The project includes the redevelopment of three lots which have been previously developed as single
family housing parcels. All three parcels are located in the Business A zone. The proposed project
consists of a mixed use development w~h a 2,800 sf drive-thru bank, a 6,000 sf medical building, and a
2,500 sf fast food restaurant w~h drive-thru window. The existing driveways will be consolidated to two
driveways. Parking for 100 vehicles is provided, located behind the proposed buildings.
Existing Conditions
Commuter period traffic counts were collected at the intersection of the adjacent commercial property to
the north, North Westfield Street at the Fmess First Drive. This driveway was considered as secondary
connection to the project s~ for access/egress and trip sharing, however, this approach has been
abandoned. The counts were conducted between 7-9 AM and 4-6 PM, which reflect the typical peak
commuter periods along collector roadways such as North Westfield Street.
During the moming commuter period, the peak hour traffic was observed to be between 7:30 and 8:30
MoA .. Traffic volumes along North Westfield Street were measured at approximately 680 vehicles during
this peak hour w~h 66% of traffic heading in the southbound direction. During the evening two hour
count period, the peak hour was measured between 4:30 and 5:30 PM. The traffic flow during this hour
was measured at approximately 815 vehicles with 55% traveling in the northbound direction.
Figure 1 presents existing peak hour traffic volumes.
Proposed Site Access and Circulation
The proposed development plan calls for two driveways along North Westfield Street. The main drive
is to be located on the south end of the property frontage and will be a full service access and egress
drive. The second driveway will be an ex~ only and accommodate primarily the vehicles e~ing the
restaurant drive-thru. Parking for the bank customers will be provided around the bank building and al
other parking will provided in a single parking field behind the other two buildings. Intemal travel lanes
win be provided around the perimeter of the parcel.
• •
North Westfield Street Commercial Development Page 2
The bank is proposed to provide drive-thru service located behind the building. The drive-thru lane will
follow a counter clockwise travel flow and starts with a single lane to the west side of the building and
split into two lanes in the rear for two drive-thru service windows. In total, over 10 vehicles will be
accommodated in the queue storage lanes.
The drive-thru window for the restaurant will be provided atong the north exit drive. The drive width is
approximately 33 feet wide to accommodate stacking for the window and a bypass lane for exiting
vehicles. The stacking lane for the window provides for approximately 11 vehicles which exceeds the
industry standard stacking of 8 vehicles.
Trip Generation
Trip generation for the proposed project was based on data provided in the Institute of Transportation
Engineers (ITE) Trip Generation publication 9"' edition, which serves as the industry standard for
forecasting traffic generation. Land use specifIC rates for daily and peak hour periods were applied to
the development program to estimate the traffic activity along the project site drives.
Mixed use projects are expected to experience intemal trip sharing between the various uses on site.
Trip sharing, simply put, is a single customer visiting more than one use on site during a single visit to
the property. Based on statistics provided by in the ITE Trip Generation Handbook, retail and office
uses have been measured to share as much as 30% of the vehicle trips in mixed use developments.
For the purposes of this report, a rate of 20% was applied to account for internal trip sharing.
Table 1 summarizes the empirical data and the projected vehicle trips for the proposed development
Table 1
Trip Generation Summary
Bank Medical Restaurant Shared Total
Weekday 415 217 1240 (126) 1746
Weekday Moming
Entering 19 11 58 (6) 82
Exiting 15 3 56 (4) 70
Weekday Evening
Entering 34 6 42 (8) 74
Exiting 34 15 39 (10) 78
Based on ITE Trip Gene_. if edition average rates
Convenience uses, such as banks with drive-thru windows and fast food restaurants, have been
measured to attract a significant amount of pass-by trips. Pass-by trips are trips to specific uses that are
drawn from the traffic flow passing a location and are not specific destination trips. Pass-by trips,
therefore, are not new or added trips to the adjacent roadway system.
The ITE Handbook database identifies pass-by rates for both bank with drive-thru windows as well as
fast food restaurants with drive-thru windows. The bank use as proposed is expected to attract
approximately 47% of the evening traffic from the existing roadway traffic, while the fast food restaurant
use is expected to attract as much as 49% and 50"10 of the vehicle trips from the existing North
Westfield Street traffic during both moming and evening hours respectively.
• •
North Westfield Street Commercial Development Page 3
Trip Distribution and Assignment
The projected traffic activity associated w~h the proposed project was distributed to the surrounding
roadway network based on the existing travel patterns measured Mhin the area. Based on the
proximity and orientation of the access driveways, convenience, and travel time, the s~e generated
traffic was assigned to the access drives serving the s~ for the respective moming and evening peak
hours.
Figure 2 represents the 2015 study area volumes ~h the proposed developments peak hour volumes
in place for both the moming and evening peak hours.
Traffic Operations
Traffic operations were measured through the application of HCS2000, Highway Capacity Software
version 4.1. The application of HCS2000 is accepted by the Massachusetts Highway Department as
the standard tool for measuring traffic operating cond~ions. HCS2000 uses a report-card style of
grading intersection levels of service according to the amount of average delay calculated for the cmical
movements of each intersection approach. The grades range from the highest level of service, LOS A,
to levels of service below acceptable operating capacity, LOS F.
The moming peak hour capacity analyses of s~ driveways are summarized in the Table 2.
Table 2
LEVELOFSER~CESUMMARY
Intersection
South S~e Drive at
North Westfield Street
North S~ Drive at
North Westfield Street
Peak Hour
Weekday AM
Weekday PM
Weekday AM
Weekday PM
2015 BUILD
Delay LOS
14 sec.
15 sec.
14 sec.
14 sec.
B
C
B
B
Note: Delays represent critical movement approach delay conditions
Summary of Findings
The proposed project is located along North Westfield Street in Agawam and consists of demolkion of
three single family houses and consolidation of the properties to make way for a single muti-use
development project. The uses proposed on site include a bank ~h drive-thru service, a medical
office building and a fast-food restaurant ~h drive-thru window service. The project will be served by
two driveways and ons~ parking for 100 vehicles will be provided. The following summarizes findings
of the traffic impact assessment.
• Curb cuts along North Westfield Street will be reduced from three drives to two.
• The project is expected to generate an increase in vehicle activity throughout the day. During the
peak hour periods the s~ will generate approximately 150 vehicle trips (entering and ex~ing).
• Measured sample data for similar mixed use developments have identified shared trip reductions
as much as 30% for commercial and office uses.
• Measured sample data for similar land uses as the proposed indicate that as much as 48% of the
s~e generated trips are pass-by trips, which are trips drawn from traffic already traveling along the
adjacent roadway.
• •
North Westfield Street Commercial Development Page 4
• Calculated traffic operations at the proposed site driveway intersections with North Westfield Street
are within acceptable service levels and will not introduce significant delays or impacts to traffic
conditions along North Westfield Streel or along the two site drive locations.
Sincerely,
Jeffrey S. Pechulis
JSP Land Development
Attachments:
Peak Hour Traffic Volumes
Traffic Counts
Trip Generation Worksheet
Capacity Analysis Worksheets
-458
239-
PROJECT SITE
-375
457-
PROJECT SITE
NOT TO SCALE
MORNING PEAK HOUR
NORTH WESTFIELD STREET
<JJ UJ Ww z> f--_C>:
LL '"
EVENING PEAK HOUR
NORTH WESTFIELD STREET
1-""
AGENT;
FIGURE I
EXISTING VOLUMES
AGAWAM COMMERCIAL
J S P """'''''''"''''
181 HOTRE DAME ST
PIOIE: 41M64-0404
WESTFIELD. MA 01085
FAX:413-564-G405
-469
,54
225-l r
28 , I
IW ~~ 0"'
-486
230 -li
"-a-,,-,-J:w ~?:
U) 0 PROJECT SITE
0 ", zo
-377
,33
437_ l r
41 , I
IW 52: 0"'
00 -_N
-392
458-l r
IW ""> "'-0",
00 -_N
(/) a PROJECT SITE za
NOT TO SCALE
MORNING PEAK HOUR
~ ww z> t:Ci "-0
EVENING PEAK HOUR
NORTH WESTFIELD STREET
ill ww z> t=iE "-0
I"""""
AGEJjT:
FIGURE 2
BUILD VOLUMES
AGAWAM COMMERCIAL
J S P ~'''''''''''"'
WES1FE.D, "'01«<;
FAX; 41J.664..005
Site Code : Agawam
N~S Street: Route 187
E~W Street: Route 57
Weather : clear
From South Time
Begin Truck LT THRU RT
7:00 AM
7:15AM
7:30AM
7:45AM
HR TOTAL
8:00 AM
8:15AM
8:30 AM
8:45AM
HR TOTAL
DAYTOTAL
o
o
o
o
o
o
o
o
o
o
o
DIRECTION
FROM
South
North
West
East
o
o
o
o
o
o
o
o
o
o
o
30
50
67
67
214
44
56
56
50
206
420
START
PEAK HOUR
7:30AM
7:30AM
7:00AM
8:00AM
Entire Intersection
South
North
West
East
Intersection
7:30AM
Seasonal Adjustment Factor:
South 7:30 AM
North
West
East
Forecast Adjustment Factor:
South
North
West
East
7:30AM
4
4
5
5
18
6
4
4
4
18
36
• Turning Movement Count Summary • Route 187 at Route 57
Movements by : Primary
From North From West
T ruok L T THRU RT
o
o
o
o
o
o
o
o
o
o
o
4 92
4 113
4 115
3 112
15 432
4 130
4 122
3 87
3 102
14 441
29 873
o
o
o
o
o
o
o
o
o
o
o
Truok LT THRU RT
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
PEAK PERIOD ANALYSIS FOR THE PERIOD 7:00 AM .. 9:00 AM
PEAK HOUR
FACTOR
0.88
0.92
#DIVIO!
0.75
0.88
0.92
0.00
0.81
0.98
Truck
o
o
o
o
o
o
o
o
............. VOLUMES ............ .
Left Thru Right Total
o 234 20 254
15 479 0 494
o 0 0 0
12 0 6 18
o 234 20 254
15 479 o 494
o 0 o 0
9 0 4 13
From East
Truck LT THRU RT
o
o
o
o
o
o
o
o
o
o
o
1
2
2
6
3
2
3
4
12
18
o
o
o
o
o
o
o
o
o
o
o
........ PERCENTS ........
o
I
I
3
2
2
6
9
Truck Left Thru Right
o 0 92 8
o 3 97 0
000 0
067033
o
o
o
o
o
3
o
69
92
97
o
o
8
o
o
31
0.92 Seasonally Adjusted Volumes (From MassHighway Factors)
Truck Left Thru Right Total
o 0 215 18 234 o 14 441 0 454
o 0 0 0 0
o 8 0 4 12 Intersection Total: 700
1.02 Annual growth rate: 1.0% Forecast years: 2
2 Year Forecast Volumes
Truok Left Thru R~ht Total
o 0 220 19 238
o 14 450 0 464 o 0 0 0 0 o 8 0 4 12
PAGE: 1
FILE: Feeding Hills
DATE: 1011113
Vehide Truck
Total Total
132
172
194
190
688
188
189
155
165
697
1,385
o
o
o
o
o
o
o
o
o
o
o
Page 1 Fitness First AM.xls Output
• Turning Movement Count Summary •
Site Code : Agaw,."
N-S S~eet : Route 187
E-W S~eet : ROIlte 57
Wealher :_
From SOIlth TIme
Begin Tl\Jck LT THRU RT
4:00 PM
4:15PM
4:30 PM
4:45 PM
HRTOTAL
5:00 PM
5:15 PM
5:30PM
5:45 PM
HRTOTAL
DAY TOTAL
o
o
o
o
o
o
o
o
o
o
o
DIRECTION
FROM
SOIlth
North
West
Easl
o
o
o
o
o
o
o
o
o
o
o
78
93
105
105
381
103
122
75
70
370
751
START
PEAK HOUR
4:30 PM
4:00 PM
4:00 PM
4:30 PM
Entire Intersection
South
North
West
East
Intersection
4:30 PM
Seasonal Adjustment Factor:
Sooth 4:30 PM
North
West
Easl
FOfecast Adjustment Factor:
South
North
West
East
4:30 PM
12
17
16
11
56
12
13
9
8
42
98
Route 187 at Route 57
Movemenls by : I'!imal'f
From North From West From Easl
Truck LT THRU RT Truck LT THRU RT Truck LT THRU RT
o
o
o
o
o
o
o
o
o
o
o
3 106
2 91
3 92
5 98
13 387
4 87
98
96
2 94
8 375
11 762
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
3
2
4
6
15
8
6
4
4
22
37
o
o
o
o
o
o
o
o
o
o
o
3
4
4
12
6
6
3
4
19
31
PEAK PERIOD ANALYSIS FOR THE PERIOD 4:00 PM -6:00 PM
PEAK HOUR
FACTOR
0.90
0,92
#DIV/O!
0.79
0,90
0.94
0.00
0.79
0.93
0.92
1.02
............. VOLUMES ........... .. ........ PERCENTS ...... "
Truck Left Thru R!lht TotO Truck Left Thru Right
o
o
o
o
o
o
. 0
o
o 435
13 387
o 0
24 0
o 435
13 375
o 0
24 0
52 487
o 400
o 0
20 44
52 487
o 388
o 0
20 44
o
o
o
o
o
o
o
o
o
3
o
55
o
3
o
55
89
97
o
o
89
97
o
o
Seasonally Adjusted Volumes (From MassHighway Factors)
Truck Left Thru Right Total
o 0 400 48 448 o 12 345 0 357
o 0 0 0 0 o 22 0 18 40 Inte!S«tion Total: 845
Annual growth rale: 1.0% FOiecast years: 2
2 Year F()(ecast Volumes
Truck Left Tnru Right Total o 0 408 49 457 o 12 352 0 364 o 0 0 0 0 o 23 0 19 41
11
o
o
45
11
o
o
45
PAGE: 1
FILE: Feeding Hils
DATE: 1013113
Vehicle Truck
Total Total
205
206
224
229
864
220
246
188
182
838
1,700
o
o
o
o
o
o
o
o
o
o
o
Page 1 Filr1ess First AM.xls Output
•
JSP Land Development
TRIP GENERATION WORKSHEET
ITE TRIP GENERATION, 9TH Edition
Project Name:
Location:
Existing Use:
N Westfield St Commercial
Agawam
Size
Single Family Housing 3.00 units
Proposed Use:
Drive-in Bank
Medical Office
Fast-food Restaurant w drive-thru
2.80 ksf
6.00 ksf
2.50 ksf
EXISTING
ITE LUC 210: Single Family Detached Housing
Trips per unit
Weekday
AM PH of Street
PM PH of Street
PROPOSED
Ave. Rate Ave Trips
9.52 29
0.75 2
1.00 3
ITE LUC 912: Drive-in Bank
Trips per 1,000 SF
Weekday
AM PH of Street
PM PH of Street
Ave. Rate
148.15
12.08
24.30
Trips by
Ave Rate
415
34
68
ITE LUC 720: Medical Office Building
Trips per 1,000 SF
Weekday
AM PH of Street
PM PH of Street
Ave. Rate
36.13
2.39
3.57
Trips by
Ave Rate
217
14
21
ITE LUC 934: Fastfood Restaurant with drive-thru
Trips per 1,000 SF
Trips by
Ave. Rate Ave Rate
Weekday 496.12 1240
AM PH of Street 45.42 114
PM PH of Street 32.65 82
% Entering
25
63
% Entering
57
50
% Entering
79
28
% Entering
51
52
•
4/16/2015
• •
TWO-WAY STOP CONTROL SUMMARY
General Information Site Information
~alyst JSP Intersection Site Drive ~gencyICo. JSP Jurisdiction Local
Date Performed 4116115 ~nalysis Year 2015 ~nalysis Time Period BDAMPeak
Project Description Agawam Commercial
EastlWest Street: South Site Drive INorth/South Street: North Westfield St
Intersection Orientation: North-South Study Period (hrs): 1.00
Vehicle Volumes and Adjustments
Major Street Northbound Southbound
Movement 1 2 3 4 5 6
L T R L T R
Volume 0 225 28 54 469 0
Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95
Hourly Flow Rate, HFR 0 236 29 56 493 0
Percent Heavy Vehicles 0 - -2 --
Median Type Undivided
RT Channelized 0 0
Lanes 0 1 0 0 1 0
ConfiQuration TR LT
Upstream Signal 0 0
Minor Street Westbound Eastbound
Movement 7 8 9 10 11 12
L T R L T R
II/olume 9 0 5 0 0 0
Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95
Hourly Flow Rate, HFR 9 0 5 0 0 0
Percent Heavy Vehicles 0 0 0 0 0 0
Percent Grade (%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 0 0 0 0 0 0
Configuration LR
Delay, Queue Length, and Level of Service
~pproach NB SB Westbound Eastbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration LT LR
~ (vph) 56 14
C (m) (vph) 1299 404
~/c 0.04 0.03
~5% queue length 0.14 0.11
Control Delay 7.9 14.2
LOS A B
~pproach Delay --14.2
~pproach LOS ---B
Rights Reserved
HCS2000TM. Copyright 0 2003 University of Florida, All Rights Reserved Version 4.1£
Version 4.1£
• •
TWO-WAY STOP CONTROL SUMMARY
Peneral Information Site Information
f"<nalyst JSP Intersection Site Drive
f.gency/Co. JSP Jurisdiction Local
Date Performed 4116115 Analysis Year 2015 ~nalysis Time Period BDPMPeak
Project Description Agawam Commercial
EastlWest Street: South Site Drive INorth/South Street: North Westfield St
Intersection Orientation: North-South IStudy Period (hrs): 1.00
Vehicle Volumes and Adjustments
Major Street Northbound Southbound
Movement 1 2 3 4 5 6
L T R L T R
Volume 0 437 41 33 377 0
Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95
Hourly Flow Rate, HFR 0 460 43 34 396 0
Percent Heavy Vehicles 0 - -2 --
Median Type Undivided
RT Channelized 0 0
anes 0 1 0 0 1 0
Configuration TR LT
Upstream Signal 0 0
Minor Street Westbound Eastbound
Movement 7 8 9 10 11 12
L T R L T R
volume 18 0 21 0 0 0
Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95
Hourly Flow Rate, HFR 18 0 22 0 0 0
Percent Heavy Vehicles 0 0 0 0 0 0
Percent Grade (%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 0 0 0 0 0 0
Configuration LR
Delay, Queue Length, and Level of Service
~pproach NB SB Westbound Eastbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration LT LR
v (vph) 34 40
C (m) (vph) 1061 397
vic 0.03 0.10
95% queue length 0.10 0.34
Control Delay 8.5 15.1
LOS A C
Approach Delay ---15.1
Approach LOS ---C
Rights Reserved
HCS2000™ Copyright () 2003 University of Florida, All Rights Reserved Version 4.lf
Version 4.1f
• •
TWO-WAY STOP CONTROL SUMMARY
~Ite
",. ,~ ~~~
Date , Time Period 4116115
BD AM Peak
: Str'eet: North Site. ive
Vehicle
Major Street
,and Ac
. Factor, PHF
Hourly Flow Rate, HFR
I Heavy·
~T
Lanes
Type
. Factor, PHF
Flow Rate. HFR
: Heavy
: Grade (%)
Flared
RT
Lanes
1
0.15
o
o
o
7
L
37
0.95
38
o
o
c:onfig",~1j
~Queue .and Level of
, (vph)
j(; (m) (vph)
iv/c
195% queue length
I Delay
LOS
, Delay
,LOS
R ;aht< Reserved
NB
1
-
--
23
0.9
24
-
1
T
o
8
T
o
0.95
o
o
o
N
o
o
LR
SB
4
--
--
OJnri
",. Year
Street: North
IStudy Period (hrs): 1.00
0.15
o
-
o
o
9
R
19
0.95
20
o
o
4
o
10
L
o
0.95
o
o
o 0
789
LR
58
464
0.13
0.43
13.9
B
13.9
B
Copyright C 2003 University ofFlorida, All Righls Reserved
Version 4.lf
Site Drive
Local
2015
'St
0.15
511
-
1
11
T
o
0.95
o
o
o
N
o
o
10
6
0.:15
o
-
o
o
12
R
o
0.95
o
o
,,'
o
o
11 12
Version 4.lf
• •
TWO-WAY STOP CONTROL SUMMARY
General Information Site Information
Analyst JSP ntersection Site Drive
I'.gency/Co. JSP urisdiction Local
Date Performed 4116115 Analysis Year 2015
Analvsis Time Period BDPMPeak
Project Description Agawam Commercial
EasVWest Street: North Site Drive NorthlSouth Street: North Westfield Sf
Intersection Orientation: North-South IStudy Period (hrs): 1.00
Vehicle Volumes and Adjustments
Major Street Northbound
Movement 1 2 3 4
L T R L
Volume 0 458 0 0
Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95
Hourly Flow Rate, HFR 0 482 0 0
Percent Heavy Vehicles 0 --2
Median Type Undivided
~T Channelized 0
Lanes 0 1 0 0
Configuration T
Upstream Signal 0
Minor Street Westbound
Movement 7 8 9 10
L T R L
Volume 18 0 21 0
Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95
Hourly Flow Rate, HFR 18 0 22 0
Percent Heavy Vehicles 0 0 0 0
Percent Grade (%) 0
Flared Approach N
Storage 0
RT Channelized 0
.anes 0 0 0 0
Configuration LR
Delay, Queue Length, and Level of Service
Approach NB SB Westbound
Movement 1 4 7 8 9
Lane Configuration LR
v (vph) 40
C (m) (vph) 422
vic 0.09
95% queue length 0.31
Control Delay 14.4
OS B
Approach Delay --14.4
Approach LOS --B
Rights Reserved
HCS2000™ Copyright C' 2003 University of Florida, All Rights Reserved
Version 4.lf
Southbound
5 6
T R
392 0
0.95 0.95
412 0
--
0
1 0
T
0
Eastbound
11 12
T R
0 0
0.95 0.95
0 0
0 0
0
N
0
0
0 0
Eastbound
10 11 12
Version 4.1f
To:
CC:
From:
Date:
• •
TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 821 0600 • Fax (413) 821 0631
Christopher J. Golba • Superiatendent
Conservation Commission
File
Engineering Division
April 16, 2015
MEMORANDUM
SUbject: Site Plan -North Westfield Street -NWST LLC
Per your request, we have reviewed the Site Plan entitled, "Proposed Commercial Development -14, 26, 32
& 38 N. Westfield Street. (Map EIO, Parcels 12, 13, 14 &15), Agawam, MA; Prepared for: NWST, LLC.
267 Hillside Road, Southwick, MA 01077; Prepared by: R Levesque Associates. Inc., 40 School Street,
Westfield, MA 01085; Scale: 1" ",; 30'; Dated: 3/30/2015," and we have the following comments:
I. The proposed plans show that a construction entrance will be installed only at the northern most curb
cut. Engineering recommends that an additional construction entrance be installed at the southern
curb cut. Otherwise, the Contractor shall be responsible for assuring that construction traffic is
restricted to the northern entrance.
2. Snow storage areas should be indicated on the plans. Engineering recommends that a vegetated filter
strip area be installed between any snow storage areas and the wetlands.
3. Show proposed easement for Town drain pipe.
4. Please submit a traffic impact study.
5. The plan should have a DO NOT ENTER sign at the bank drive·thru exit.
6. Please provide a van accessible parking space and sign at the proposed bank.
7. The maximum cross slope for the handicap ramp should be 2.<)010.
8. A crosswalk needs to be added within the parking lot to connect the proposed credit union and
medical buildings. Accessible curb cuts shall be provided. (see attached detail)
9. At least two parking spaces parallel 10 proposed drive-thru restaurant should be removed to allow
vehicles to turn around if all spaces are full. (see attached detail)
10. Pavement markings should be added to direct traffic 10 the exit.
11. Please show locations for granite curb transition piece.
12. Sleeve the proposed Town owned drain pipe to avoid sheer future at the retaining wall.
13. Move DMH located on the southwest to avoid going under concrete pad and berm in both locations.
14. Proposed spot grades need to be shown at the dumpster area and southeast of the parking lot by the
existing retaining wall . Engineering is concerned Stormwater will collect in these locations. This
runoff must be directed to a catch basin and away from the wetlands.
15. Pre-treatment may be needed for outfalls.
)
'-.-
• •
16. The HMA berm needs to be labeled around entire paved area.
17. Per Town Code, any facilities at which on-site food preparation, food processing, food-handling,
food service, or other related activities which may result in fats, oils, and grease being introduced
into the waste stream will be required to design, install, and maintain an oil/water/grease
interceptor/separator appropriate for the intended use. No wastes other than those requiring
treatment or separation shall be discharged into any interceptor or separator. Chapter 175-298
[Amended 9-20-2010 by TOR-20lO-51 (see attached details)
18. It's recommended that the developer work with the owner of the retaining wall located to the south
of the Lot before starting construction. It's possible this wall could be backfill or removed.
19. Engineering is still in the process of reviewing the Stormwater Calculations.
20. Engineering has not completed the review of the plan. A final list of comments will be submitted
once the review of HydroCAD and plans is complete.
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,
'7/~edtw'
Vladimir Caceres
Civil Engineer I
s:\s~l\S88 n wcsltkld Sl re1ail huilrJing\Jm:mll 2· ~p.d{\..:
~cr:~
Michael Albro, P.E.
Assistant rown Engineer
Uf'/lP .
#4/5
,
.~ .,
j ,f' 1 /
;( c? 1)/ 'I w /1
.( f · I I
f
"
-:~ d:
:J i
" .,
o , ~ j .
... ~
<.J
<, e 0-a j
j . f ! .3 d9.;{~ ~
-d.l i~ ~
t " t:. 0 ...... I I~"" ~.
~l
~LD/NG
6,020 S.F.
.
, , / ~~ /,,~ it I. ::. ~ ~(TYP,) ~ P. ~~t-2.· --,-1'· ........... ,8· ,-Z<f
~VAN-rm ~SPACE[B.l
, ' ,tHI) SlGHNiE
~;ROPOSeD R£TAINIHG ~ @? ~MAJJ., BY OTHERS
\, ,.,..,
~ , -" ,.., ~ I ". ; ~ ". Al.' . pROPOSED \"":" " " _ 'I p-, STfEL
I I' '" 'J ~ \:Y~ IZIJARDRAJL
, 1
/
\
PROPOSED
CReDIT UNION
2.800 ~F. f·----------------------
!0~//ft$frff1t II J . ~ r 11"'""1'1 rAt n \
'-£Xl 51lNG 6' H\GH
WOOD F,ENCi:'.
\
\ ,
\
I
1-,," -----, •. -------... --••• :::' ,
'T.O.W 217.0'
B.O.W 2.11.7'
o
Of
RELOCATr SP£to UAIITSIGH
PR()POS(D
EXIT ONLy SIGH
~
," '0
~
'ROposfJ) pnON I ii ~ 1= S/GHTBO , " "
NEW I 'I B/TUItlIHOl/S I
PAVEJlENT
{)IWHAGE #'RON ;I~t.
CARMEN A BOTTA
AND
EMIOO\O BOTTA
STOPrD
SIGN AHD BAR [Q31
pROPOSfJ)
ORIVE-THRU RESTAURINT 2,~ S.F.
\ ____ L
PROPOSfD RU~NING -'
lOlA" BY OTHERS
/
.:H;ir; -~ ..... --.... --.. (}!-!W .-~ .... --... ,.
ETf PAVER PAOO "-""-G --,H,~.l ~ -r;t!:Pt..ANTc.~~~"R:"t!fJ~tI ~COAAT1VE FENCE --I .... r! II ' , ," " • "" -1 . . . I ~o o j · , , .. ,," ~-AHO 5/GHAGC
~ __ ""'" ,,~'''. •• I'IAN1FR .~ ,.... l ~"
Tree
ij'
/
',' --~~ /".[1.1] -~i ~WHEEL 11.
\..\P ,fLP
#,,/3
"/ ~y SIGtI-:--
" Ii}
ItI~HG
6,020 S.F.
,~.~ ; ---.... STOP (TYP.) , • J
~~ 24'-r-fS'"1'I-IB'-r-Z4'-.
''INI-rID r~, SIWX~ .. ~ ,.I,
--p ----.------.-.---.• -•• ---------e -------
,---------., .. ,------------,
Cl.[M IIICC[sS
OPEN[NGS
c.ROOT BOTH SI DES
PR(CASf 1W'rt..( 4" THICI(
SLOT BOTH SIMS
PlAN VIEW
,.. I MIN. PIl.E--_§~fT-"'"'I~-'
MSONoIIRY _Hie --;"-l---..L...J
t... ____ 213 l(JrKiTH _____ .1-_ In LENGTH
SECTIONM
SIZING CHART
GA.l1.0N DIM "A" DIM"B" OOM "C" OIM'V OM-e' CAPACITY
600 r ... ""'.,, T." '.0-J'. 'r
70" ,..(1' 4'", l' -0" 4'· J" 3', II"
""" 9'·0" 5' -0-1'.2" "'.2" 3'· 10"
'25" 9'-0-S'. o· 7'·2" S' .z-4' -10" "., 1,',2" 5',r T·r ,' .. ' 4'· cr
"SO '1' .2" s'.r l ' -7' ,'. I.' .'·r
2000 12'· t1' .... . ... .'·r 3'·10-
2500 12'. s-S',!" 8' -0" 5'·6' 4', v-
27'" 12',8" 8' -s-8'·0' a',o-5'· :r ,.,. 11;·_7" •. r s·-ss 5'.0' 3'_V
'000 1S·-l" 9' ·1' IJ·-ss 6'· 3' s·· rr
""" 19'-H' 9'·11' 11·-11-6··2" ... ··V
6000 19' -~ I" 0'_1'-10" ·S· r .7 5'-W"
NOTES:
"-CONCRETE: 2& DAY Fe"~ PII-
2. REBAR: ASTU Ml$GRADE 60. •. ueSH: ASTM .... 'M GRADE f6. • DESIGN: AC 131 II • &uL0.«3 COOl!
AS'''' C .~" ........... STItUCT\.IftAL D~
lOAI)fNG FOR UNDE~ PftECAST
CONCRETE lJTanY s,,,ucru,.£S , LO"'-DS,ll·2'Ol~.
5. FILlw/CLE.AN WATER PRIOR TO l'AltT L.POf SYSTD.4. ,. CONTRACTOR TO SUPPlY /IHO IN8T.tU.AI..l PtPING
ANa SANITARY rus." (1£AN OUTS fOA.ClEMING
TOWARO TRAP AHO FOR C\!ANIritONl'fAV II'RI'JW TRAP
ON BOTH THt.W'lLET AHOoun.n l AIo1. OI.IAI..SW!I!P
CLEANOUT$. • GRAV WATER ONl II. BlACK WATER $HM.L ee
CARq;II!D BY SI!PAAATE 5EWEft. , L.J.RGER SIZES w. .... IE AECllJlRIO "'I"E" REVIEWOf'
FACUTY. ". TRAP SlZE WILl BE 8A.S£O ON 11 GPO PEA S£A'.
DRAWN BY: v.c. PROJECT: SHT. NA~E: 9-4T. NO.:
OATE, 03/05/10
owe. NO.' 1
APPROVED BY: A.U.S.
TOWN OF AGAWAM
CONSTRUCTION STANDARDS
STANDARD GREASE
TRAP
NOT TO SCAlE
S -7.0.
, , ,.
I ,
• •
AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT
SITE PLAN REVIEW
REVIEWER: M. Strange DATE: April 15, 2015
DATE RECEIVED: April 2, 2015 DISTRIBUTION DATE: April 3, 2015
PLANNING BOARD MEETING DATE: April 16, 2015
APPLICANT INFORMATION
1. Name of Business: NWST LLC
Address: 26 -32 North Westfield Street. Feeding Hills
2. Owner: Same
Address: 267 Hillside Road, Southwick, MA 01077
Telephone: 569-0447 Fax:
3. Engineer: R. Levesque Associates
Address: 40 School Street, Westfield
Telephone: 568-0985 Fax:
PLAN REVIEW
Scale: 1" = 30' Date: March 30, 2015
Title Block (Street Address, Applicant'S Name, Address, Scale, Name of Preparer of Plan):
O.K.
Description of Project: Construction of three commercial buildings (a 2100 SF drive-thru
restaurant, a 6,020 SF medical building and a 2800 SF credit union with drive-thru service
window); parking and associated site improvements.
• •
Description of Site: The site consists of 2.8 acres. The majority of the site contains
wetlands and buffer area regulated by the Wetlands Protection Act. A wetland boundary
delineation was approved by the Conservation Commission on September 14. 2012 and
the Commission is currently reviewing the Notice of Intent.
Provision for Traffic Flow: Proposed curbcut located on the north end of the property
consisting of two exit only traffic lanes and a proposed two way curb cut on the southern
end of the site which provides access to the entire development. An easement across the
property will be required. A Traffic Study has not yet been submitted. Also. the plan
shows a future connection to the Fitness First driveway.
Parking: One hundred (100) parking spaces including 8 handicapped are shown.
Applicant or his engineer should demonstrate to the Board how the total number of spaces
has been calculated. Also. a shared parking easement should be provided.
Drainage: See Engineering comments.
Public Utilities: O. K.
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." Applicant/Engineer should provide additional fencing and/or
screening along the residential properties to the south.
Sign Location: All sign locations should be shown on plan.
Exterior Lighting: The application references a photometric/site illumination plan but
one has not been provided. Cut sheets for all exterior lights must be submitted. All
exterior lighting must be recessed and shielded so as not to shine on adjacent properties.
Rendering or Elevations:
style is preferred.
Not provided. Clapboards. pitched roof and historic design
Dumpster Location: The dumpster must be gated. fenced and screened.
Other Comments or Concerns: An ANR plan is to be submitted.
I ------• "
'" :;; s ~ • I • 112'TJ1!IF
• 4 __ M I -• •
SF U • I1f.n ! • ~ 7 "'" ,. -:1 • • --UU. 1
• • '25
," 10 J • . I ,,:zn SF • ~ •
~= -j 11 11273 Sf
t • J u,
-.:J • -~ • •
3.
5t15W
~ ~ I -~
I ", ..
-..::..1 U
=
.n ..
• III..). ,. -.::..J..J 13",4 IF , ...
20 g J J ." ...
~
Hl.,1
"
I."
...J
The information depicted on this map is for
planning purposes only, It is not adequate
for legal boundary definition . regulatory
interpretation. or parcel-level analyses,
• 1.10 AC
-......
<fl'I, 12 n:t27SF
.,f . .,
13 21'" Sf ....
14
UOAC
17
UIAC
•
141AC
M.
i •
,..,
. ....
20
t1S00 Sf
..
•
~
~
~
4/16/2015 9:44:30 AM
•
....
....
21
1 .• AC
-J
u
4
15771 Sf
·j'i -.
i
.. .
®
1 :1476
1"=123'
3
t.nA.C
-
•• -• AGAWAM POLICE DEPARTMENT
April 15, 2015
To : Planning Board
From: Sgt. Steven Grasso
681 Springfield Street, Feeding Hills, MA 01030
Telephone (413)786-47671 FAX (413)786-4821 ·
Eric P. Gillis
Chief <:f 'Pollee
Re: Site Pl an-North Westfield Street-NWST LLC
I have reviewed the site plan for the North Westfield Street project in Feeding Hills and I feel there are
no outstanding safety concerns from my office as Safety Officer with the Agawam Police Department.
The southern driveway will have two way travel (entrance/exit) with ample distance from the Pride to
allow safe travel. The northern driveway will be an exit only with ample distance from the Fitness First
driveway to allow safe travel. The project includes a sidewalk on the eastern side of the street to allow
safe travel for pedestrians. There is nothing to suggest that this project will create a safety haza rd to
pedestrian or vehicle travel.
Resslt~~
Sgt. Steven Gras~ -
Safety Officer
Agawam Police Department
DATE:
TO:
FROM:
RE:
,
April 14, 2015
Planning Board
Board of Appeals
NWST,LLC
Town of Agawam
Board of Appeals
36 Main Street
Agawam, MA 01001
MEMO
14 & 38 North Westfield Street
•
REASON: NWST, LLC which is seeking a Special Permit in accordance with Section 180-44(1)
which would allow for the construction of a drive-through service window at the premises
identified as 14 North Westfield Street and is also seeking a Special Permit in accordance with
Section 180-44(H) which would allow for a drive-through restaurant at the premises identified as
38 North Westfield Street..
Attached please find 10 copies of the site plan for the above referenced property. These plans are
for your review and comments, and any recommendations you may have so we can consider
these recommendations and comments in our final decision. If you do not respond to this
Board within thirty-five (35) days of the above referenced date, we will assume that you
have no objections.
•
Town of Agawam
Interoffice Memorandum
To:
CC:
From:
Date:
Subject:
Eng. Dept., Police Dept" Fire Dept., ADA Committee
Planning Board
4/3/15
Site Plan -North Westfield Street -NWST LLC
Please review and comment on the attached Site Plan for North Westfield Street prior
to the Board's April 16th meeting. This item will appear on the April 14th Team Meeting
agenda.
Thank you.
PRK
FROM THE DESK OF ...
YOUR NAME
TITLE
TOWN OF AGAWAM
36MAINST
AGAWAM, MA 01 001
Email address Here
413-786·0400 X Extension
Fax: 413-786-9927
• • •
.. _., .... __ .
'I
----. --.. -
•
I
I
.-
I
I
z o
~
W
-J W
I
1-9 Il:: .. O · ~ z ~
• • •
. •... -
... _--------!--' _.-
D I
j
I I I
~
-. -~-=r
,-
, • •
, . • •
. . . • •
,~ LETTER~TRANSMITTAL From: ~
R LEVESQUE ASSOCIATES1 INC. Date: 4/2/2015
A Land Planning Services Company I No: I.
www,rlaland.com n tNa~ • North Westfield Street
40 School Stteet, P.O. Box 640, Westfield, MA 01086 RE: Notice of Intent Filing t
413-568-0985 (0) 413 -568-0986 (F) Site Plan '& . P",mil
To: Town of Nlawam
Planning Office
36 Main Street
Agawam,MA 01001
Attention: Pam Kerr
We Are Transmitting to You: o Under Separate Cover VIA 181 Attached
o Plans 0 Approval of Subcontractor 0 Copy ofl.etter
o Specincations 0 Order on Contract 0 Photographs
181 Report 0 Original Drawings 0 Proposal
o Form 0 Other
"uwu~. DW(Date Drawing Description 01 Number
1 Stormwoter n. -:-, Report
These are TransmiUed as Noted Below:
o For Approval 0 Approved as Submitted o Resubmit __ Copies for Approval
o For Information 0 Approved as Noted o Resubmit __ Copies for Distribution
o For Action 0 For Corrections o Return __ Corrected Prints
o As Requested C8l For Review and Comments 0
Remarks: Hi Paml
Included herein, ~Iease find the Stormwater Drainage Re~ort for the above referenced
project location. Please feel free to contact our office should you have any "" Thank you kindly for your time and consideration. H~Ll:.llj r.;U
APR 02 2015
IVY;:' I LlC -c/o Mr. Ralph AGAWAM Q lass DEP -YVI:ItU Office E-< n 1 Dt ,t..o."ilJr. BOARD .,
I .!:! ~UvN~~~J1 . Co Q U
By: Paula D. Geddis I Operations
Note: HEnclosures are not as noted, please notify us at once.
From: LE'lTER~TRANSMITTAL
R LEVESQUE ASSOCIATES2 INC. Date: 115
A Land Planning Services Company t No: 1 "LUY"LY
www.rlaland.com Name: DePalma North .~ , , Street
40 Scllool Street, P.O. Bo.640, Westfield. MA 01036 RE: Sile Plo n I and . Permit
413-568-0985 (0) 413 -568-0986 (F)
To: Town of Agawam
Planning Office
36 Ma i n Street
Agawam, MA 01001
Attention: Pam Kerr
We Are Transmitting to You: o Under Separate Cover VIA 181 Attacbed
o Plans 0 Approval of Subcontractor 0 Copy of Letter
o Specifications 0 Order on Contract 0 Pbotograpbs
181 Report 0 Original Drawings 0 Proposal
o Form 0 Otber
of Copies Date Numb;: Description
10 Sile Plan and Stormwaler Permit
10 Full size set of plans
1 , Report
1 Check #1510-. Permit _ t?nn nn
1 Check #1511 -Sile Plan -$100.00
These are Transmitted as Noted Below:
D For Approval D Approved as Submitted D Resubmit __ Copies for Approval
D For Information D Approved as Noted D Resubmit __ Copies for Distribution
D For Action D For Correetions D Return Corrected Prints
D As Requested 181 For Review and Comments D
Remarks: Hi Pam!
Included herein, !>Iease find the Site Plan A!>(lroval and Stormwater Permit for the above referenced
!>roject location. Please feel free to contad our office should lOU have anl guestions or concerns.
Thank you kindll for your time and consideration.
NWST, LLC -c/o Mr. Ralph P'~~':'VED ., r-.. ... I~) J 02 2015 '" ,.\\;~ ~A \\c)\ .!j In co. ., ",~.;it~,;.\M U
By: PauiaD. I Operations '''Il
Note: If Enclosures are not as noted, please notify us at once.
From:
R LEVESQUE ASSOCIATES, INC.
A Land Planning Services Company
www.rlaland.com
40 School Street, P.O. Box 640, Westfield, MA 01086
413-568-0985 (0) 413 -568-0986 (F)
To: Town of Agawam
Planning Office
36 Main Street
Agawam,MA 01001
Attention: Pam Kerr
We Are Transmitting to You: D Under Separate Cover VIA [gI Attached
[gI Plans D Approval of Subcontractor 'opy of Letter
D Specifications D Order on Contract 'ographs
~ ::::rt _________ ~ ::,wn ... r II v(
2
These are Transmitted as Noted Below:
D For Approval
D For Information
D For Action
D As Requested
~
.2
Remarks: Hi Paml
Included
D Approved as Submitted
D Approved as Noted
D For Corrections
[gI For Review and Comments
8~----------------------------~
(f1€
_ .or Approval
__ Copies for Distribution
o ___ eturn Corrected Prints
D _________ _
AGAWAM
PLANNING BOARD
If Enclosures are not as noted, please notify us at once.
From:
R LEVESQUE ASSOCIATES, INC.
A Land Planning Services Company
www.rlaland.com
40 School Street. P.O. Box 640, Westfield, MA 01086
413-568-0985 (0) 413 -568-0986 (F)
To: Town of Agawam
Planning Office
36 Main Street
Agawam.MA 01001
Attention: Pam Kerr
TRANSMITTAL
We Are Transmitting to You: D Under Separate Cover VIA I:8J Attached
I:8J Plans D Approval of Subcontractor D Copy of Letter
D Specifications D Order on Contract
o Report o Original Drawings
o Form _________ 0 Other
2 Full size Plan
These are Transmitted as Noted Below:
o For Approval
o For Information
o For Action
o As Requested
~
.~
Hi Pam!
0 Approved as Submitted
0 Approved as Noted
0 For Corrections
1:8;1 For Review and Comments
8~---------------~
By:
Note: If Enclosures are not as noted,
D Photographs
o Proposal
Description
o Resubmit __ Copies for Approval
o Resubmit __ Copies for Distribution
o Return __ Corrected Prints
0 __________________ _
AGAWAM
PLANNING BOARD
notify ns at once_
e e -
AGAWAM OFFICE OF PLANNING &. COMMUNITY DEVELOPMENT
SITE PLAN REVIEW
REVIEWER: D. Dachos DATE: January 2.2015
DATE RECEIVED: January 2. 2015 DISTRIBUTION DATE: NA
PLANNING BOARD MEETING DATE:
APPLICANT INFORMATION
1. Name of Business: Unknown
Address: 14-38 North Westfield Street
2. Owner: NWST, LLC (Ralph DePalma)
Address: 267 Hillside Road, Southwick 01077
Telephone: Fax:
3. Engineer: R. Levesque Associates, Inc.
Address: 40 School Street, Westfield, MA01086
Telephone: 568-0985 Fax: 568-0986 Email: r1aland.com
PLAN REVIEW
Scale: 1"=30' Date: 12/2/13
Title Block (Street Address. Applicant's Name. Address. Scale. Name of Preparer of Plan):
O.K.
Description of Project: Proposed construction of two commercial buildings: 2.800
square feet and 11.200 square feet.
Description of Site:
Provision for Traffic Flow: Two proposed curb cuts on to North Westfield Street. The
southerly most curb cut is shown to be enter only. Dimensions and radii of this curb cut
are to be shown on plan. The northerly curb cut is 24' in width and is shown to be
Site Plan Review
Page 2
• •
"'tt:.~ way. The southern most building has a drive-thru service window. The use of this
building is not known at this time. There is also a cross property access on the northern
property line. This is also 24' in width. An access easement must be obtained from the
abutting property owner.
Parking: 98 parking spaces are shown. Without knowing the uses of the buildings, an
accurate parking analysis is not possible. If the smaller building is to be used as a drive-thru
restaurant approximately 106 parking spaces would be recommended.
Drainage: The submitted plan does not have a drainage plan.
Public Utilities: All utilities must be shown.
Landscaping/Screening and Buffers: A landscaping plan showing species, size and location
must be submitted. 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."
Sign Location: An elevation of the sign should be submitted for the Planning Board's
review.
Exterior Lighting: All exterior lighting must be shown on the plan. All lighting is to be
recessed and shielded so as not to migrate from the site. Special care should be provided
so as not to impact the residential property to the north and west. Dimensions and cut
sheets are to be provided.
Rendering or Elevations: Renderings and/or elevations must be provided. Colors and
textures must all be submitted to the Planning Board.
Dumpster Location: Enclosure for dumpster needs to be specified.
Other Comments or Concerns: Efforts should be made to protect the privacy of the
abutting property to the north through visual screening and/or privacy fencing. There is a
note on the plan stating "proposed retaining wall by others". What does this mean?
• •
AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT
SITE PLAN REVIEW
(Preliminary)
REVIEWER: D. Dachos DATE: December 20.2012
DATE RECEIVED: December 6,2012 DISTRIBUTION DATE: N.A.
PLANNING BOARD MEETING DATE: N.A.
APPLICANT INFORMATION
1. Name of Business: Ralph DePalma
Address: 26 -32 North Westfield Street, Feeding Hills
2. Owner: Same
Address:
Telephone: Fax:
3. Engineer: D. L Bean, Inc.
Address: 40 School Street, Westfield
Telephone: Fax:
PLAN REVIEW
Scale: 1" = 30' Date: October 12, 2012
Title Block (Street Address. Applicant's Name. Address. Scale. Name of Preparer of
Plan): O.K.
Description of Project: Proposed construction of a 8,700 square foot retail building.
Description of Site: A multi-family dwelling is currently located on the parcel (1.3
Site Plan Review
Page 2
• •
acres). The majority of the site consists of wetlands and buffer area regulated by the
Wetlands Protection Act. A wetland boundary delineation was approved by the
Conservation Commission on September 14, 2012. The applicant has filed a demolition
permit. The house is listed in Agawam's Historical Inventory, therefore the applicant
must attend a public hearing held by the Agawam Historical Commission before
demolition can proceed.
The applicant has requested that some fill be stored on the property prior to
construction. The Conservation Commission has requested that a Determination of
Applicability be filed for stockpiling the fill.
Provision for Traffic Flow: Proposed driveway located on the north end of the property.
The driveway is located mostly on the adjacent property. An easement across the
property will be need to be obtained.
Parking: Seventy-three (73) parking spaces (3 handicapped) are shown. The Planning
Board's parking guidelines require 1.5 parking spaces for every 200 square feet of gross
floor area. This would result in 65 parking spaces. Since the area is recommended for a
future Historic District, the parking should be placed in the rear of the proposed building
and the building should be moved to the front of the parcel.
Drainage: Not provided.
Public Utilities: Not provided.
Landscaping/Screening and Buffers: The following landscape note must be placed on the
plan: "All plantings must be maintained and that portion of the public way abutting the
parcel and including the treebelt shall be maintained in a safe and attractive condition by
the owner of the parcel." A planting plan with size, species and location must be
submitted with the formal Site Plan . Street trees shot,lId be shown along the North
Westfield Street frontage. Fencing and/or screening should be shown adjacent to
residential properties.
Sign Location: Not provided.
Exterior Lighting: Cut sheets for all exterior lights must be submitted. All exterior
lighting must be recessed and shielded so as not to shine on adjacent properties.
Rendering or Elevations:
design style is preferred.
Not provided. Clapboards, pitched roof and historic
Site Plan Review
Page 3
• •
Dumpster Location: Dumpster should not be visible from the street. A location at the
rear of the building would be preferred. The dumpster must be gated, fenced and
screened.
Other Comments or Concerns:
• • Town of Agawam
AGAWAM HISTORICAL COMMISSION
28 December 2012
Agawam Planning Board
Travis Ward, chainnan
36 Main Street
Agawam, Massachusetts 01001
36 Main Street Agawam, Massachusetts 01001
Dear Mr. Ward and members of the Agawam Planning Board:
A public hearing was held by the Agawam Historical Commission on Thursday, 27 December 2012 regarding
the application for a demolition permit for the structure located at 26-28 North Westfield Street, Feeding Hills. While it
was voted unanimously (4-0, .'3 absent) to allow the issuance of a demolition permit, the continuing loss of 19th and early
20th century structures from Feeding Hills Center is of concern to this commission.
Feeding Hills Center has been the site of commercial activity for over a century, but an abundance of nearby residential
structures has always contribnted to a village center atmosphere. As buildings have been lost over the decades, the
character of Feeding Hills Center has slowly and steadily moved closer to that of a commercial development.
In addition to the impending demolition of 26-28 North Westfield Street, the dwelling at 32 North Westfield Street has
already been demolished for the project proposed for this property, further contributing to the loss of what little
residential streetscape remains in Feeding Hills Center.
Mter viewing the preliminary site plan for the project proposed at this site, it is the opinion of the Agawam Historical
Commission that, if possible, the parking lot should be relocated to the rear of the property, and the building itself be
moved closer to North Westfield Street to maintain the current set back established by the demolished structures and other
remaining residential structures. By doing this, the parking lot will no longer be the visual focus of the property, and,
although altered, the streetscape will be maintained.
We hope that the Planning Board will take this opinion into consideration when this project comes before your board for
review. Please feel free to contact me to further disenss this matter.
With best regards,
chairman, Agawam Historical Commission
cc: owner, Town of Agawam Planning Board
Office of Planning and Community Development
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Site P~an Approval & Stormwater Permit
Application, Narrative & Supporting Documents
Proposed Commercial Development
14, 26, 32 and 38 North Westfield Street, Feeding Hills, MA
(Map, El 0, Block 02, Parcels 12, 13, 14 & lS)
ApplicanVOwner:
NWST, LLC
267 Hillside Road
Southwick, MA 01077
Project File #: 120929
March 2015
RECE~"~D
APR 02 1'015
AGAiwhM
PLANNING BOARD
R LEVESQUE ASSOCIATES, INC
A LAND PLANNING SERVICES COMPANY
40 School Street, P,O, BOX 640, Westfield, MA 01085
P 413.568.0985 ' f 413,568,0986 . www.rlaland.com
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ITEM
TITlE PAGE
TABLE OF CONTENTS
TABLE OF CONTENTS
SITE PLAN ApPROVAL/STORMWATER PERMIT
14,26,32 & 38 NORTH WESTFIELD STREET
(MApElO,BLOCK02,PARCELS 12, 13, 14& 15)
FEEDING HILLS, MA 01030
COVER LETTER •.••...•..•..•.•.••••...••..•.......••...................•.....•.....•..•.•..•.•.•.•.......••
TOWN OF AGAWAM ApPLICATION FOR SITE PLAN APPROVAl. •.•••.•.•...........•...•....•..••
NARRATIVE ADDENDUM ...•.........................................•••..••..•...•..•...•..•..........•••
STORMWATER PERMIT ApPLICATION ...•..••••..•.••...•...........•....••..•.•.••.•...•..•..••..•.•....
TRAFFIC STUDY BY JSP LAND DEVELOPMENT SERVICES (UNDER SEPARATE COVER) ..••.. '"
Locus MAp BASED ON TOWN OF AGAWAM GIS •...••...•••.•...•...•.•••..••.••..••..••.•.••.••
LIST OF AsUTIERS WITHIN 300 FEET OF PROPERTY
(SOURCE: TOWN OF AGAWAM) .•.................•.•....•..•..•..••...••............•................
APPENDIX I
SECTION
1
2
3
4
5
6
7
SITE PLAN SET -PROPOSED COMMERCIAL DEVELOPMENT BY R LEVESQUE AsSOCIATES, INC. DATED
MARCH 30, 2015
I
I SECTION 1
I COVER LETTER
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
R LEVESQUE ASSOCIATES, INC.
40 School StrEEt. P.O. BOX 640. WEstfiEld. MA araBS
P 413.568.0985 . f 413.568.0986 . www.rlaland.cQm
March 30, 2015
Mr. Mark Paleologopaulos, Chair
Town of Agawam Planning Board
36 Main Street
Agawam, MA 01001
RE: Site Plan Appraval & Stormwater Permit
Proposed Commercial Development
14, 26, 32 and 38 North Westfield Street, Feeding Hills, MA
(Map E 10, Block 02, Parcels 12, 13, 14 & 15)
RLA Project File: 120929
Dear Mr. Paleologopoulos,
On behalf of our client, NWST, llC, our office is herein filing an application for Site Plan Approval and
Stormwater Permit to allow for the construction of a commercial development with associated site improvements
within the subject property.
Included herewith, you will find the original and requisite number of copies of the application form and
supplement documents. A digital copy of the plans has been submitted as required.
Should you have any questions regarding this application, please do not hesitate to contact our office at yaur
convenience.
Sincerely,
Robert M. levesque, RLA, ASLA
President
cc: NWST, llC
A LAND PLANNING SERVICES COMPANY
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 2
TOWN OF AGAWAM ApPLICATION
FOR SITE PLAN ApPROVAL
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
TOWN OF AGA W AM, MASSACHUSETTS
FORM 0
Application for Site Plan Approval
Please complete the following form and return it and ten (10) copies of the Site Plan to:
Agawam Inspection Services
1000 Suffield Street
Agawam , MA 01001
March 30, 2015
I. Name of Business _-,-N,,-,W-,-,S,,-,Tc...., ..:LL""C"-_______________ _
Address 267 Hillside Road, Southwick, MA
Phone # (413) 569-0447 Fax # _---'-N:!LIA"'--__ email: _--'-'N"-<IA=>--__
2. Name of Applicant/Owner --=.N-'-W'-'=ST!...<,--=L""LC"'-_______________ _
Address 267 Hillside Road, Southwick, MA
Phone # (413)569-0447 Fax#_--,N~/-",A,--_ email: N/A
3. Name ofEngineer/Architect R. Levesque Associates, Inc.
Address_--",4",0...,S""c,-"ho"-,o<.!.I-"S!!.tre",e<!.t,....,P-,-.O=-.""Bo",x,-,6",,4,,,0"-,-'-W-'-'e""stf"'i-'<.el""d"'-',MA'"'-"-''--'<.0....,10''-'S''''5'--_____ _
Phone # (413) 568-0985 Fax# (413)568-0986 email: robl@rlaland.com
4. Please give a brief description of the proposed project:
The project includes the construction of three commercial buildings, parking and
associated site improvements.
I
I SECTION 3
I NARRATIVE ADDENDUM
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
NARRATIVE ADDENDUM TO SITE PLAN REVIEW APPLICATION
as submitted to the
Town of Agawam Planning Board
for the
Proposed Drive-thru Restaurant, Medical Building and Credit Union with Drive-thru
Service
INTRODUCTION
Map E10, Block 02, Parcels 12, 13, 14 & 15
North Westfield Street, Agawam, Massachusetts
RLA Project # 120929
March 30, 2015
The applicant proposes to construct a drive-thru restaurant, a medical building and a credit union
with drive-thru service windows on the above-referenced parcels (hereinafter referred to as the
"project site"). The subject properties are zoned Business A. The applicant is submitting this
application to the Planning Board under Section 1 BO-13 "Site Plan Review."
A Special Permit Application with the Zoning Board of Appeals and a Notice of Intent with the
Conservation Commission will be filed with the respective bodies for the proposed project.
PROPER1Y DESCRIPTION
The subject properties are currently vacant with a gradual grade from west to east. There are four
(4) addresses assigned to the subject properties (14, 26, 32 and 38 North Westfield Street) as
identified in the Town GIS database.
PROJECT DESCRIPTION
Overview
The applicant proposes to construct a 2,100 +/-square-foot drive-thru restaurant with a walk-in
cooler, a 6,000 +/-square foot medical building and a 2,800 square foot credit union with a
drive-thru and associated parking and site improvements. As part of the proposed commercial
development, the applicant proposes to construct two (2) curb cuts to define and control vehicular
circulation. A total of one hundred (100) parking spaces including eight (8) handicap spaces will
be provided. Two-way vehicular circulation will be provided in the main parking area. The drive-
thru lanes for the restaurant and drive-thru lanes for the credit union are designed to allow only
one-way traffic with ample bypass lanes for easy vehicular escape. The southerly curb cut has
two-way traffic providing access to the entire development. This is the only entry to the site. The
northern curb cut has two (2) exit-only traffic lanes to allow both northbound and southbound
traffic to exit the development. Ample stacking lane length has been provided for the drive-thru
restaurant and credit union. The restaurant easily has more than twenty (20) stacking spaces. A
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Narrative Addendum to Site Pion Review Application
North Westfield Street, Agawam, MA
fenced dumpster will be located at the rear of the paved parking area. Pedestrian walkways and
landscaping will be installed per the site plan.
Building Orientation
All building entrances will be located on the side or at the rear of the buildings (away from the
street). Faux entrances will be detailed into the fasade facing North Westfield Street.
Grading & Stormwater Management
The existing site topography allows for the proposed construction to take place upon a relatively
level area where the building and parking areas are to be sited. Consequently, stormwoter
runoff can be routed to on-site collection points for treatment and infiltration. The stormwater
management system is to be constructed with a deep-sump & hooded catch basin, stormwater
drainage piping, and underground infiltration chambers. An existing overflow to the top of the
slope to the east of construction will be retained for connection to the new system. The system, as
designed, detains stormwater flows including the 2-year, lO-year and 1 DO-year storm event.
Peak discharge rates from the site are matched or reduced from pre· to post-construction
conditions.
Site Illumination
The site illumination plan shows the proposed location of vehicular area lighting at the proposed
restaurant. The proposed lighting housings are to be contemporary pole-mounted "box" fildures
for a downward cast of light and tight control of the light pattern. Where necessary, the housings
are to be equipped with shields to prevent the scatter of light across properly lines. In addition to
the wall pack shown on the plan, architectural features will incorporate aesthetic fa,ade and entry
lighting .
Site Landscaping
The site landscaping is designed to enhance aesthetics, provide shade where available, and meet
the requirements of the Zoning Ordinance for buffering and screening. The proposed planting
palette includes evergreen and deciduous plantings, shrubs, native trees, and groundcover
elements. A hardscaped courtyard is proposed between the proposed drive-thru restaurant and
the medical building. (See planting plan).
TraHic
A traffic study by J.S. Pechulis Land Development Services, Inc. has been referred to in Section 5
of this report for review. As is typical for this type of use, traffic volumes are largely generated
during the peak morning hours and are greatly diminished for off-peak hours.
Signage
Two proposed pylon signs will be installed along the North Westfield Street frontage. Wall
signage will also be installed on the building facades. Typical signage content and presentation
will be shown on the architectural elevations to be submitted. The constructed signage will
conform to the requirements of the Zoning Ordinance.
END OF NARRATIVE ADDENDUM
I
I SECTION 4
I STORMWATER PERMIT ApPLICATION
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Application Date:
Application Fee Paid: ____ _
Date Paid:
Inspection Fee Paid:
Date Paid:
Town of Agawam Department of Public Works
Stormwater Permit Application
Rey. November 2006
Return this application to:
Town of Agawam Department of Public Works
1 000 Suffield Street
Agawam, MA 01001
Stonn Drain Penn It Application f Inspection Fees
Area of Disturbance" Application Fees Inspection Fees
1 to 5 Acres $200 $100
Over 5 Acres to 20 Acres $700 $350
Over 20 Acres to 50 Acres $1500 $750
Over 50 Acres $1,500 plus $25 per Acre over 50 $750 plus $10 per Acre over 50 • If the area of the parcel(s) and area of proJect dIsturbance dIffer such that the area of dIsturbance will be on a lower
fee category, the applicant may submit a certified statement by the project designer, a P.E., orthe project's area of
disturbance.
1 . Project I Site Information
14, 26, 32 & 38 North Westfield Street
Site Address
Feeding Hills
City
E1D-02-12. 13. 14.15
Parcel 10
MA
State
2.80 (all 4)
Parcel Size
Is there an existing larger project this s~e is now a part of?
If yes, name of larger project:
01030
Zip Code
2.14
Number of Acres to be Disturbed
~No DYes
EXISTING SITE DESCRIPTION: (Example: 5 Acres of forest land, 2 Acre single family residence,
50 Acre Fann Land or Attach Project Narrative.)
Previously developed residential properties with associated site improvements including buildings, driveways,
and lawn areas. Proposed project spans across four (4) contiguous parcels.
Page 1 of4 Storm Drain Permit #: SD _____ _
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
2. Builder I Contractor Information
NWST "C
Builder / Contractor Name
267 Hillside Road
~ddress
Southwick
City
Depalma
Contact / Last Nam e
3. Owner Information
NWST, LLC
Property Owner Name
267 Hillside Road
Address
Southwick
City
DePalma
Contact / Last Name
MA
State
Ralph
First Name
MA
state
Ralph
First Name
4. Project Description I Features
o Single Family/Multi Family Home
~ New Commercial/Industrial Site Plan
o Re-grading or Land Disturbance
o Other
01077
Zip Code
413-569-0447
Telephone (including area code)
01077
Zip Code
413-569-0447
Telephone (including area code)
o Sub-division # of Lots: _____ _
o Redevelopment Site Plan
Proposed Project Site includes the following features:
~ Proposed Impervious Area Proposed (ft2) 72 m6
o Detention Pond
o Sub-surface Detention / Infiltration
~ Wetland Protection Act I Conservation Commission Jurisdiction
o River Act / Conservation Commission Jurisdiction
FINAL APPROVED PLAN / CONDITIONS OF PERMIT:
Storm Drain Permit #: SD _____ _
Page 2 of4
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
5. Stormwater Management Plan
The Stormwater Permit Apptication must include submission of a Stonnwater Management Plan. The
purpose of the Stormwater Management Plan is to ensure that the runoff from a sne has been treated for
water quality and quantity impacts during the construction of the project and during the long term. This
treatment includes, but is not limned to, erosion and sediment control to the extent practicable via
structural and non-structural BMPs during construction and the establishment of structural BMPs for the
long term controls.
See Agawam Stormwater Management Ordinance (Ch. 175-35) and the Massachusetts Erosion and
Sediment Control Guidelines for Urban and Suburban Areas prepared by the Massachusetts DEP
http://www.mass.gov/dep/water/esfull.pdffor additional information and guidance.
The following minimum Infonnation must be Included within the Stormwater Management Plan.
Project Plan
o A plan identifying the project sne area
o Plan must highlight the portion of the area to be disturbed
Short Term -Erosion and Sediment Control Measures
o Written description of proposed temporary BMPs
o A plan at an appropriate scale of those BMPs
o A description and schedule of maintenance of proposed BMPs
o Construction details
o Reporting requirements of erosion and sediment controls
o On-sHe hazardous materials handling and storage
o Dust control BMPs
o Off-sne sedimentation measures
o Plan and procedures
Long Tenn -Stormwater Quality and Quantity Controls
o Written description of proposed permanent BMP's
o A plan at a scale of not less than 1"= 40' of those BMPs
o Construction details
o Computations in an acceptable form",t
o A description ",nd schedule of long term maintenance of proposed BMPs
o Reporting requirements for maintenance and inspections as specified by the DPW
o A description of long term maintenance and inspection schedules shall be submitted for site
development projects.
o Construction Certification Statement - A statement to be signed by the contractor and all relevant
subcontractors shall be included, certifying that they have read and understand the construction phase
requirements and agree to comply.
All components of the Stormwater Management Plan shall be prepared and stamped by a licensed
Professional Engineer for aI/ site plans, subdivisions and residential projects greater than 2
building lots.
Stann Drain Pennit #: SD _____ _
Page 3 of 4
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
6. Certification Statement
The owner or authorized representative and all contractors and subcontractors shall sign
certification statements as part of the pennit application and Stormwater Management Plan. In
signing the plan, the authorized representative certifies that the information is true and assumes
liability for the plan. In addition, the undersigned agrees:
1. To furnish any additional information relating to the installation of use of the storm drain for which
this permit is sought as may be requested by the Superintendent.
2. To accept and abide by all the provisions of Section 175 inclusive of the Ordinances of the Town
of Agawam and of all other pertinent ordinance or regulations that may be adopted in the future.
3. To operate and maintain any storm drain and detention facilities, as may be required as a
condition of the storm drainage permit in efficient manner at all items, and at no expense to the
Town.
4. To cooperate at all items with the Superintendent of Public Works and his representatives in their
inspection of storm drains, and any maintenance thereof.
5. To notify the Superintendent of Public Works immediately in the event of any accident,
negligence, or other occurrence that occasions discharge to the storm drain of any wastes or
process waters not covered by this permit or allowed by Section 175 the Ordinance of the Town
of Agawam.
6. To indemnify the Town from loss or damage that may directly or indirectly be occasioned by the
installation of the storm drain and related facility or connection.
Owner Certification:
I certify under penalty of law that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gathered and evaluated the information submitted. Based on my inquiry of the person(s)
who manage the system, or those persons directly responsible for gathering the infonnation, the
infonnatio itt is, he t of my knowledge and belief, true, accurate, and complete.
0/
Applicant's Signature Date
x
Owner's Signature Date
Contractors and Subcontractors Certification:
I certify under penalty of law that I understand the tenns and conditions of the Storm Drain Permit
that authorizes storm water discharges associated with industrial activity from the construction
site identified as part of this certification.
x·~~ 3,(:)O{15
Contractor's Signature Date
x
Subcontractor's Signature Date
APPLICATION APPROVED AND PERMIT GRANTED PERMIT #: SD, ____ _
Si!lned
Superintendent Date
I Page4of4
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 5
TRAFFIC STUDY BY JSP lAND DEVELOPMENT SERVICES
(UNDER SEPARATE COVER)
I
I SECTION 6
I locus MAp BASED ON
TOWN OF AGAWAM GIS
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
\ ..:.
\
I
t -
L
r -
.:
o
"
•
. ..
The information depicted on th is map is for
planning purposes only. It is not adequate
for legal boundary defin ition, regulatory
interpretation, or parcel·level analyses.
-,
\
. ---,.
, . .....
, ..
.~ " -.... _.
-~ r . ; ..
I 1
\ , '\
.,
North Westfield Street,
Agawam
2/9/2015 1 :47:33 PM
,
--J
t-
I
J .~
r
~ .'
..
~ __ ..J J
\
-
®
1 :3372
1"=281'
\
)
I
I SECTION 7
I LIST OF ABUTTERS WITHIN
300 FEET OF PROPERTY
I (SOURCE: TOWN OF AGAWAM)
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Town of Agawam
February 11,2015
Assessor's Office
36 Main St, Agawam, Massachusetts 01001-1837
Tel. 413-786-0400 X 8704 Fax 413-786-9927
Email: assessor@agawam.ma.us
R Levesque Associates, Inc.
Jennifer Hedges, Application Coordinator
40 School Street
PO Box 640
Westfield, MA 01085
Dear Jennifer:
On February 9, 2015, you requested a Certified Abutters Liill for R Levesque Associates,
Inc. for the property located at 14 North Westfield Street, further identified as Map EI0,
Block 02, Lot 0015. The request was for abutters 100' and3()()' from the subject
property.
The attached list to this cover letter represents, to the best of our knowledge, the current
owners of the properties that are abutters 100' and 300' tol4 North Westfield Street..We
have also attached a map showing the subject parcel and the abutters as generated by our
GIS Mapping SyiI1em.
--- ---.... _--, .... --_._-.. -. __ ....•..• -
2/11/2015
PARCEl_ID OWNERl
EI0 2 21 COYOTE REALlY lLC
EI0 2 9 BRAGARAUS llC
MURPHY MICHAEL P
BOTTA CARMEN A
NWSTllC
-
010122
E10 211
El02U
010121
E1D 213
EI0214
EI0215
El0217
ElOl20
010119
010120
E9 2 6
09612
E92l3
FEEDING HIllS CONGREGAnONAl CHURCH
NWSTllC
NWSTllC
NWSTllC
PRIDE CONVENIENCE INC
SPROCKET REALlY lLC
GRAND RUN HOlDINGS l,llC
GRAND RUN HOLDINGS l,llC
PALATIUM REALlY INC
F L ROBERTS AND COMPANY INC
TOWN OF AGAWAM
010 1 36 MURPHY BARBARA L
-- --- -- ----.-~---... ___ .. ___ , _____ 1. ... _"
CERTIFIED ABUTTERS LIST 300' 14 N WESTFIELD ST E10 2 15
OWNER 2
C/O FITNess FIRST INC
MURPHY KIMBERLY A
BOTTA EMIODIO
ADDRESS
7 MOSHERST
60 NORTH WESTFIELD ST
4S NORTH WESTFIELD ST
44 NORTH WESTFIELD ST
267 HILLSIDE RD
21 NORTH WESTFIELD ST
267 HILlSIDE RD
267 HILLSIDE RD
267 HILlSIDE RD
246 COTTAGE ST
4 LEXINGTON CR
ATTN JAMES D JEPEAl CPA 15 WINTHROP ST
ATTN JAMES D JEPEAl CPA PO BOX 38
1050 HALLADAY Ai;
93 WEST BROAD ST
GRANGER ElEM SCHOOL 36 MAIN ST
35 NORTH WESTFIElD ST
ADDRESS 2
PO BOX 38
QlY
WEST SPRINGFIELD
FEEDING HILLS
FEEDING HilLS
FEEDING HILLS
SOUTHWICK
FEEDING HILLS
SOUTHWICK
SOUTHWICK
SOUTHWICK
SPRINGFIELD
SOUTHWICK
TARIFFVILLE
15 WINTHROP 5T TARIFFVilLE
SUFFIELD
SPRINGFIELD
AGAWAM
FEEDING HIllS
STATE ZIP
MA 01089
MA 01030-2150
MA 01030-1672
MA 0103C1-1606
MA 01077
MA 01030-1672
MA 01077
MA 01077
MA 01077
MA 01104-<1002
MA
CT
CT
CT
MA
MA
01077
06081
06081
06078
01105
01001-1825
MA 01030
-
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
"
The information depicted on this map is for
planning purposes only. It is not adequate
for legal boundary definition, regulatory
interpretation. or paroel-level analyses.
~------=---".-.. ,,-.--"
E102 15 300' 14 NORTH
WESTFIELD ST
2/11/201512:01:56 PM
, .. ,
';is-
. __ r' .
,
®
1 :3000
1"=250'
" .....
"
I
1 I J
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Town of Agawam
February 11, 2015
Assessor's Office
36 Main St, Agawam, Massachusetts 01001-1837_
Tel. 413-786-0400 X 8704 Fax 413-786-9927
Email: assessor@agawam.ma.us
R Levesque Associates, Inc.
Jennifer Hedges, Application Coordinator
40 School Street
PO Box 640
Westfield, MA 01085
Dear Jennifer:
On February 9, 2015, you requested a Certified Abutters List for R Levesque Associates,
Inc. for the property located at 26 North Westfield Street, further identified as Map EI0,
Block 02, Lot 0014. The request was for abutters 100' and30()' from the subject
property.
The attached list to this cover letter represents, to the best of our knowledge, the current
owners of the properties that are abutters 100' and 300' to 26 North Westfield Street. We
have also attached a map showing the subject parcel and the abutters as generated by our
GIS Mapping System.
Sincerely,
- ---- -
2/11/2D1S
PARCEL_ID OWNERl
El0221 COYOTE REALTY LlC
ElOl22
EI029
HJ AGAWAM REALTY ASSOCJATtS LLC
BRAGARAUS LLC
010122 MURPHY MICHAEL P
HO 210 SLOSEK ROSE-MARIE
E10 2 11 BOTTA CARMEN A
NWSTLLC
-
EI0212
010121
ElO 213
H0214
EI0215
EI0217
E10220
010119
DI012D
E922
FEEDING HILLS CONGREGATIONAL CHURCH
NWSTLlC
E9 2 3
E924
E925
E926
NWSTLlC
NWSTLLC
PRIDE CONVENIENCE INC
SPROCKET REALTY LLC
GRAND RUN HOlDINGS l.LLC
GRAND RUN HOLDINGS " LLC
TOWN OF AGAWAM
COYOTE REALTY LlC
P!>.LATiUM REALTY INC
PALATIUM REALTY INC
PALATIUM REALTY INC
09612 F L ROBERTS AND COMPANY INC
E9213 TOWN OF AGAWAM
010 1 36 MURPHY BARBARA L
------
CERTIFIED ABUTTERS UST 300' 26 N WESTfiELD st ElO 2 14
OWNER 2
PARTNERSHIP
C/O FITNESS FIRST INC
MURPHY KIMBERLY A
80TTA EMIDDIO
ADDRESS ADDRESS 2
7 MOSHER ST'
98 CUTTER MILL RD SUITE 3101'1
60 NORTH WESTFIELD ST
45 NORTH WESTFIELD ST
54 NORTH WESTFIELD ST
44 NORTH WESTfiELD 5T
267 HILLSIDE RD
21 NORTH WESTFIELD ST
267 HILLSIDE RO
267 HILlSIDE RD
267 HILLSIDE RD
246 COTTAGE ST
4 LEXINGTON CR
- ------.---.... -... --.. · .... -----.. 1.
aTY STATE ZIP
WESTSPRINGFIELD MA 01089
GREAT NECK
FEEDING HILLS
·FEEDING HILLS
FEEDING HILLS
. FEEDING HILLS
SOUTHWICK
FEEDING HILLS
SOUTHWICK
SOUTHWICK
SOUTHWICK
SPRINGFIELD
NY 11021-3006
MA 01030-2150
MA 01030:1672
MA 010»-1606
MA 01030-1606
MA 01077
MA 0103()-1672
MA Olon
. MA Olon
MA 01077
MA 01104-4002
SOUTHWICK MA
ATTN JAMES 0 JEPEALCPA 15 WINTHROP ST PO BOX 38 TARIFfVILLE CT
01077
06081
06081
01001-1825
01089
06078
06078
06078
ATTN JAMES 0 JEPEAL CPA PO BOX 38
AGAWAM JR HIGH 36 MAIN ST
GRANGER ELEM SCHOOL
7 MOSHER STREET
1050 flALLAOAY AV
1050 HALLADAY AV
1050 HALlADAY AV
93 WEST BROAD ST
36 MAlNST
35 NORlH WESTFIELD ST
15 WINTHROP ST TARIFFVILLE CT
AGAWAM MA
WEST SPRINGFIELD MA
SUFFIELD CT
SUFFIELD
SUFFIELD
SPRINGFIELD
AGAWAM
FEEDING HILLS
CT
CT
MA 01105
MA 01001-1825
MA 01030
-
i
I
I ~
i
I I
I
.,
I I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
, .... ,,1
.. ! ~
The information depicted on this map is for
planning purposes only. It is not adequate
for legal boundary deflnition, regulatory
Interpretation, or parcel-level analyses.
.. ,,'
,
\ '.
E10 2 14300' 26 NORTH
WESTFIELD ST
2/11/201511:55:13AM
,'-.
1:4752
1"=396'
,-"--~-'-
~ ' .. -". ?'
,
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
"j
i
-;
i
1
1
i
Town of Agawam
February II, 2015
Assessor's Office
36 Main St, Agawam, Massachusetts 01001-1837
Tel. 413-786-0400 X 8704 Fax 413-786-9927
Email: assessor@agawam.ma.us
R Levesque Associates, Inc.
Jennifer Hedges, Application Coordinator
40 School Street
POBox 640
Westfield, MA 01085
Dear Jennifer:
On February 9, 2015 , you requested a Certified Abutters List for R Levesque Associates,
Inc. for the property located at 32 North Westfield Street, further identified as Map EI0,
Block 02, Lot 0013. The request was for abutters 100' and 300' from the subject
property.
The attached list to this cover letter represents, to the best of our knowledge, the current
owners of the properties that are abutters 100' and 300' to 32 North Westfield Street. We
have also attached a map showing the subject parcel and the abutters as generated by our
GIS Mapping System.
Sincerely,
------- ------ -- ----l
.--~.~ --.-___ ...... ___ .-:.... _ ...... ..J ___ . __ .___ .1
2/11/2015 CERTIFIED ABUTTERS LIST 300' 32 N WESTFIELD ST ElO 2 13
.PARCEl_IO OWNER! OWNER 2 OWNER 3 AODRESS ADDRESS 2 01Y STATE ZIP
H028 BRAGARAUS LLC C/O FITNESS FlRSTINe 60 NOIllli WESTFIELD Sf FEEOfNG HIllS MA OlO3().215O
EI0221 COYOTE REAL 1Y LLC 7 MOSHER ST WEST SPRINGFIELD MA 01089
E10 2 22 J+J AGAWAM REALTY ASSQOATES LLC PARThlERSHIP 98 CUTTER Mill RD SUITE 310N GREAT NECK NY 11021-3006
EI027 BEAN DANIEL C JR BEAN MICHEL R BEAN BRIAN J 136 MARSDEN Sf SPRINGFiElD MA 0111J9.1617
010123 DAMON E STEVEN 64 PAlOMBA OR ENFIELD CT 060S2·3844
EI029 BRAGARAUS LLC C/O FITNESS FIRST INC . 60 NORTH WESTFIEW ST FEEDING HILLS MA 0103<)-2150
010122 MURPHY MICHAEl P MURPHY KIMBERLY' A 45 NORTH WESTfIELO ST FEEDING HillS MA OlO3().1672
ElO2l0 5l0SEK ROSE-MARIE 54 NORTH WESTFIELD ST fEEDING HilLS MA 010»1606
£10211 BOTTA CARMEN A BOTTA EMIDDIO 44 NORTH WESTFIELD Sf "FEEDING HIltS MA 01030-1606
ElO212 NWSTLLC 267 HILLSlDE AD SOUTHWICK MA 010n
D10121 FEEDING HILlS CONGREGATIONAL CHURCH· 21 NORTH WESTFIELD Sf FEEDING HilLS MA 01030-1672
El02l! NWSTLlC 267 HILL5(OE RD SOUTHWICK MA Olon
EI0214 NWSTLLC 267 HILLSIDE RD SOUTHWICK MA Olon
E1021S NWSTLLC 267 HILLSIDE RD SOUTHWICK MA 01077
El0Z 17 PRIDE CONVENIENCE INC 246 COTTAGE ST SPRINGFIELD MA 01104-4002
E10220 SPROCKET REALTY lLC 4 lEXINGTON CR SOUTHWICK: MA 010n
010119 GRAND RUN HOLDINGS 1, uc ATINJAMES OJEPEALCPA 15 WINTHROP ST PO BOX 38 TARIFFVillE CT 06081
010120 GRANO RUN HOLDINGS l,llC AnN JAMES 0 JEPEAl CPA PO BOX 38 , 15 WINTHROP ST TARIFFVILLE CT 06081
010136 MURPHY BARBARA l 35 NORTH WESTFIEto Sf FEEDING HIUS MA 01030
I
I
I
I i
I i
I
I
II
Ii ,
I
I
I
I
,.
I I
I
I
I
I
I
I ~
,
..
The infonnation depicted on this map is for
planning purposes only. It is not adequate
for legal boundary definition. regulatory
interpretation. or parceHevel analyses.
. ,.,.
E10 213 300' 32 NORTH
WESTFIELD 5T
2111/2015 12:07:08 PM
,
l~
\
1:3540
1"=295' .
I
I J ,
I I ,
i
I ,
I I
I
I ! I
I
I
I !
I
I
I
I
I
I
I
I
I
Town of Agawam
February 11, 2015
Assessor's Office
36 Main St, Agawam, Massachusetts 01001-1837
Tel. 413-786-0400 X 8704 Fax 413-786-9927
Email: assessor@agawam.ma.us
R Levesque Associates, Inc
Jennifer Hedges, Application Coordinator
40 School Street
PO Box 640
Westfield, MA 01085 .
Dear Jennifer:
On February 9, 2015, you requested a Certified Abutters List for R Levesque Associates,
Inc. for the property located at 38 North Westfield Street, further identified as Map EIO,
Block 02, Lot 0012. The request was for abutters 100' and 300' from the subject
property.
The attached list to this cover letter represents, to the best of our knowledge, the current
-owners of the properties thatare abutters 100' and 300' to 38 North Westfield Street. We
have also attached a map showing the subject parcel and the abutters as generated by our
GIS Mapping System.
Sincerely,
- - - --- - - --- - - -- -- --
2/11/2015
PARCEL_'D OWNERl
El0 2 8 BRAGARAUS llC
EI0 2 U COVOTE REAlTY LLC
EI0 2 22 1+J AGAWAM REAlTY A5500ATES LLC
010 12_
El027
010123
EI029
010122
EI0210
n0211
flO 212
010121
n02l]
El02lA
El0 Z 15
EI0 217
El0220
010119
010120
LEGARE SHARON J
BEAN DANIElCJR
DAMONESTEVEN
BRAGARAUS LLC
MURPHY MICHAEL P
SUOSEK ROSE-MARIE
BOTTA CARMEN A
NWSTLLC
fEEDING HilLS CONGREGATIONAl CHURCH
NWSTUC
NWSTLLC
NW5TUC
PRIDE CONVENIENCE INC
SPROCKET REALlY LlC
GRAND RUN HOUDINGS 1, LLC
GRAND RUN HOUOINGS 1, LLC
010 1 36 MURPHY BARBARA l
. -------.... -•.... --.--__ •. __ • _ ... ___ ._-1 ... _._. ___ . ___ ....
CERn FlED ABUTIERS UST 300' 38 N WESTFIELD ST no 212
OWNER 2 OWNER 3 ADDRESS ADDRESS 2 CITY STATE ZIP
C/O FITNESS FIRST JNC &0 NORTH WESTFIELD Sf FEEDING HILLS MA 01030-2150
7 MOSHERST WESTSPRINGFIELD MA 01089
PARTNERSHIP 98 CUTTER MILL RD sum 3101'1 GREAT NECK NV 11021-3006
65 NORTH WESTFIELD ST
BEAN MICHAEL R BEAN BRIAN J 136 MARSOEN ST
64 PAUDMBA DR
C/o FITNESS FIRST INC 60 NORTH WESTFIEUD ST
MURPHY KIMBERLV A 45 NORTH WESTFIEUD ST
S4 NORTH WESTFielD ST
BOTTA EMIDDIO 44 NORTH WESTFIEUD ST
267 HILlSIDE RO
21 NORTH WESTFIELD ST
267 HILLSIDE RD
267 HIllSIDE RD
267 HILlSIDE RD
246 COTTAGE ST
4 LEXINGToN eR
ATTN JAMES 0 JEPEAL CPA 15 WINTHROP ST
AnN JAMES 0 JEPEAL CPA PO BOX 38
35 NORTH WESTFIELD 5T
FEEDING HILlS
SPRINGAEUD
ENFIELD
FEEDING HILLS
FEEDING HILLS
FEEDING HILLS
FEEDING HILLS
SOUTHWICK
FEEDING HILLS
SOUTHWICK
SOUTHWICK
SOUTHWICK
SPRINGFIELD
SOUTHWICK
PO BOX 38 TARtFFV1lLE
15 WINTHROP ST TARIFFVILLE
FEEDING HILLS
MA 0103CH672
MA 01109-11117
CT 06082-3844
MA 01030-2150
MA · 01030-1672
MA 01030-1606
MA 01030-1606
MA 01077
MA 01030-1672
MA Olon
MA Olon
MA Dlon
MA 01104-4002
MA 01077
CT 06081
CT 06081
MA 01030
"l
I
I
I
I I !
I I.
I
I !
I I
I j. ,
I ,
!
I
I
I
I
I
I
I
I
I
I
f(-~\ " ,J/
, I I I , I
I
I •
! I I II---~"""--Lf
.'l.)
,
"I ,
.... ~
The information depicted on this map is for
planning purposes only, It is not adequate
for legal boundary definition, regutatory
interpretation, or parceHevel analyses.
.-... "., ..
E10212 300' NORTH
WESTFIELD ST
2111/2015 12:19:55 PM
\
• \"-. .-.., . .;.'~
1:3540
1"=295'
,.---. \
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ApPENDIX I
SITE PLAN SET -PROPOSED COMMERCIAL DEVELOPMENT BY
R LEVESQUE ASSOCIATES, INC
DATED MARCH 30, 2015
, ,
• ose ommercla eve 0 men
14, 26, 32, & 38 N. Westfield St. (Map E10, Parcels 12, 13, 14, & 15)
Agawam, MA 01001
Dial Before You Di
Gas, electric, telephone and cable television
companies have underground pipes and
cables in places you'd least expect.
So it's a good idea for onyonl'! who does any
excovating to check beforehand to make sure
there is no danger of damaging these foclfitles.
In foct, state laws in Massachusetts. New
HampshIre, Rhode Isfand cnd Vermont make ft
mandatory for anyone doing excavating work
to notify utility companies well ahead of time,
(Rhode Island and Verman t require 48 hours
prior notice and the other two stotes require
72 hours.)
The uWity companies have simplified this
notification process by providing a toll-free
number. One call to this "Dig Safe" line
satisfies the faw ond enables olf of the
utilitIes to receive the information.
In Massachusetts, the number is 1-888-344-
72JJ.
In Maine, New Hampshire, Vermont and
Rhode Is/and, the number is 1-888-344-72JJ.
If there ore underground facilities in your
orea, the utility company wHi Identffy their
location for you. This will eliminate the
possIbility of damage and save you the
expense of costly repairs.
So be on the safe side and dial before
you start to dig.
DIGSAFE
RLA Project Number: 120929
ZON/NG INFORMA TlON
LOT INFORMA 7ION
ZONE BIJSINESS A
PARCEL" AREA 2.80 ACRES I
WATER PIJBLlC
PIJBLlC
PROJECT INFORMA 7lON Required Provided
MINIMUM LOT SIZ£'\ , 2.80 ACRES I .. '.-----------------------------1
MINIMIJM FRONT S€'TBACJ< 35' J6'
MINIMUM SIDE YARD SETBACK 32.9'
MINIMIJM REAR YARD SETBACK 25' >25'
MAXIMIJM BUILDING HEIGHT J STORIES I STORY
MAXIMUM BUILDING COVERAGE 50% 9.3%
PARKING REQIJIRED 98 100
L-_________________________________________________________________________________________________ ~ __ ,
AS PREPARED FOR
NWST,LLC
267 Hillside Road
Southwick, MA 01077
SOU RCE: USGS, West Sp ring field, Partial Quod
March 30, 2015
BY
G
RLA
R LEVESQUE ASSOCIATES, INC
Landscape Architects
Civil Engineers . Land Surveyors
Environmental Consultants
ph: 413.568.0985 fax: 413.568.0986
40 School Street
Westfield, MA 01085
rlaland.com
SHEET NO.
T-1
EX-1
-
C-1
C-2
C-3
C-4
C-5
C-6
C-7
C-B
0-1
0-2
0-3
D-of
0-5
0-6
ORA WING INDEX
SHEET NAME
TITLE SHEET
EXISTING CONDITIONS AND SITE PREPARATION PLAN
PLAN OF LANO IN AGAWAM, MASSACHUSETTS , ,
NOTES, SYMBOL & LINE LEGEND AND ABBREVIA TIONS
CONSTRUCTION NOTES /'.
SITE LAYOUT PLAN
GRADING & EROSION CON TROL PLAN
DRAINAGE PLAN
UTILITY PLAN
LANDSCAPING PLAN
PHOTOMETRIC PLAN (UNDER SEPARATE COYER)
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
ISSUE
DATE
3/30/15
3/30/15
3/30/15
3/30/15
3/30/15
3/30/15
3/30/15
3/30/15
3/30/15
3/30/15
3/30/15
3/30/15
3/30/15
3/30/15
3/30/15
3/30/15
3/30/15
REVISION
DATE
AP~ 02 2015
AGA~VAM
PLANNING BOARD
PERMITTING
-----
SAWCUT
-----
LAND N/F
CARMEN A. BonA
AND
EM IDDIO Bon A
EXIS77NG SIDEWALK
3/4" GB UP l'
LAND N/F
BRAGARAUS, LLC
I
I
I
I
I
I
I
SEDIMENT BARRIER ~ A LIMIT OF WORK/ [IJ
, %\(TYPICAL)
I
/
I
I
I
I
I
I
I
I
I
I
I
I
\
\
\
~'" r:; "'I I r~--~-$!., / \ tI) :S f I
\\ ~ ~. \ X '~ ;$~-:6~~O~HW~I~~"~~~:;~::~~W~::~~~jr~;.:.~\~~~~~==~~~==~~\:\~~~~_ Stump ...... OHW \
18" ~ Stump OHW OHW LP
Stump °20" ~ S 85'15'35" E / $
J \ "II: :1 '\
EXISTIN G CB ~ \ ~ 'I "--I
RIM=216.01 I / ' \ .~~\J '~ 1 INV(12"RCP)=2 13.0~~ I / ~'''''-J... H'""",,-_\ \ g, nl Y;"
INSTALL CATCH BASIN --lr-ftc~~\tf"'--JtJ b \OHWi"" Ii\ .'<!...ump
SEDIMENT SACK Ol \ '\ ~" I \ _____ _, OUTUNE OF FORMER
SAWCUTAT
EXIS77NG CURB
CUT TO BE CLOSFD
(SEE NOTE 9)
WALK TO BE
REMOVED
I '---:~~\=i::::...::=-==~'Q:~" r;z< , HOUSE WHICH HAS I -, -_ 'I( J, \ BEEN DEMOLISHED
Bit. (~ "-
\~ \ -/1---G ----"'+ffI ._---. iil ... "
--r
..,. "-
\ "-,.., \ '-~ <1.] '" , '
\
'\
\
\ 36"
Stump ~ / "~ \421.69'
,----
. "
, '. ". .. ' . ' " '
-
48"
.Stump
18"
Stump • \ / \
TREE TOB;\1·~~~:-::5----~10~Or'Iw.~~~ff~a~~ddI8~u~f~~;r------~~i
"REMOveD . '> ~ 1/
)
/ . / I I
/
/ I .18"
I . • • Stumps
15"
• Stump Tree I
!
J..1_-f~-;IUii----J 11,li"hl=J=t Di.cont:::U~ '\ r -..r---_L____ "-'\
" Concrete
.j /·t~mp , EXlS77NG GURB CUT TO
BE CLOSED (SEE NOTE 9)
,.. services '" . I ( ----, "-~ I I J "-... ,~ , '''-
U) i 48" : I \ : \ ~ "
\,,~r ••
" pad remnants /
\ TREE TO BE ! -;;;'CRETE 4
PAD TO BE .7
REMOveD /'
1-'1.0
EXlS77NG SMH
RIM=217.22
INV IN=203. 72
INV OUT=203. 70
g Tree I~/: ,I I t ~ 1.[-1.r:---"J l
INV IN=211. 72---r~=~"'ILJ
U77L1TY SERVICES TO
BE DISCON77NUED
UP/LP
T'f"-h .....
-?' _ !_lGro~ri_V _ ~ _ I
L
G
EXIS77NG BUILDING #4/3 -....-" .,.',.: ' '" /
\ REMOveD /
II OU1lINE OF FORMER /
HOUSE WHICH HAS /
I BEEN DEMOLISHED
'-.. /
/
/
/
'" /
/
/
/
/
/ .
OUTLINE OF FORMER ./
HOUSE WHICH HAS TO BE DEMOLISHED li a /
(SEE NOTE 8)----I--,r-f-------jH+If-I-f------!-H, '/ J
I BEEN DEMOLISHED I _. I
I . . I \
y'
./'/ . /
./' !
/
/
7P~4 I
I
/'
,/
/
I
PROPER TY LINES
TO BE REMOVED
/
/
/
o
N o
f')
N
en -.---=-=->.-ft. (;..-
Bit. c9f\c. drive
EXIS77NG I '\
CURB CUT TO I \ ~ /
BE GLOSED __ --i-Il-~I~:-ri1 (SEE NOTE 9) \ ~
( f./' ) , .
/ . /
'>
/
\
\ /
LIMIT OF WORK/ /12l
SEDIMENT BARRIER ~ j
(TYPICAL) I ~
\
I \0
GRANITIE CURB~::::::::::::J/~j~ij
SAWCUT EXIS77NG -----tJ~--_/; PA VlNG FOR REMOVAL
OF GRANITE CURB AND '" I .::,
EXIS77NG CURB CUTS j~ i' , /1 UP/LP , ,
1/25/3/2 i ~;'
EXISllNG CB
RIM-216.39
INSTALL CA TCH BASIN
SEDIMENT SACK
EXISTING CB
RIM~215.9
UP/LP #2/2 ___
I
EXISTING CB RIM~215.86 ---'i=J
EXISTING CB ~/;t RIM=216.0~ J
ci
• '"
EXIS77NG BUILDINGS TO BE
DEMOLISHED AND UTILITY SERVICES
TO. BE DISCONTINUED
(SEE NOTE 8)
Ill; / , ,
jl;tir-1
",' "" I~
c ~ o
" N 8 o c o "
.P.
I
PIPE so ---150 \
'\
\ \
\ .::,
'1
'-
GRAPHIC SCALE
so
. 1
I
EXIS77NG
DRiveWAY TO
BE REMOVED
I
I c-v
c-v / -\ /
-\'
\
\
)
24'
.Stump
/
/
/
/
// ,/
/ .
/
I
CLAY PIPE II
REMNANTS
\
PROPER TY LINE
TO BE REMOveD
I
so
211.4' B.O.W. V
187.43' 217.4' T.o.w.
o '" I~ ~ •
EXISllNG CONCRETIE RETAINING
WALL WITH 4'-HIGH ~OUGH T
IRON FENCE ON TOP TO REMAIN
LAND N/F
PRIDE CONVENIENCE INC.
I
W-18 -...;: -----------..... ~-:=. ----, --= =---=--212-------=-~"-~ ---------------~, 1-.----,------214-----" [I (:-------------------------------------1 \
! ' , , 'I i 12" HDPE INV. : I i OUT ~21D.43' i , , t ______________ ~
1----------------EXISllNG TOP OF
DRAINAGE BASIN
ERECT SILT FENCE AT PROPERTY LINE
(SHOWN DIAGRAMMA 77CALL Y -SEE
CONSTRUC770N PLANS)
"'--T.O. W. 217.0'
B.O.W. 211.7'
3() 0 till 30 00 120 ~~~-"Si-~-~/~!1IIiiiiiiI1IIiiiiiiI ~/ ~~~~/
( IN FEET)
1 inch -30 ft.
\
\
\
I
!
\
-
\
111,90'
S 85'50' 04" W
LAND N/F
SPROCKET REALTY, LLC
t')
I
I
DEMOLl77DN NO TfS..
I. CONTRACTDR SHALL BE RESPONSIBLE FOR ALL DEMOLl770N, REMOVAL OR RELOCATION, INCLUDING BUT
NOT LIMITED TO: ALL U77LITIES, STDRM DRAINAG£, SIGNS, TRAmC SIGNALS &: POLES, ETG. AS
REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES' SPECIRCA 770NS AND
SHALL BE APPROVED BY SUCH. ALL COSTS SHALL BE INCLUDED IN BASE BID.
2. CONTRACTOR SHALL ERECT AND MAINTAIN SAfCTY BARRICADES AND PDST PRDPER NOTICES PRIOR TO
THE COMMENCEMENT OF WORK.
3. CONTRACTOR SHALL PROTECT EXIS77NG SITE IMPROVEMENTS, APPURTENANCES AND LANDSCAPING TO
REMAIN.
4. CONTRACTOR SHALL MAINTAIN EXIS77NG U77LI77ES TO REMAIN IN SERVICE AND PROTECT THEM FROM
DAMAGE DURING DEMOL1770N OPERA770NS. ANY DAMAGE TO EXIS77NG U77L1TlES TO REMAIN SHALL BE
REPAIRED AT THE CONTRACTOR's EXPENSE TO THE SA77SFAC17ON OF THE U77L1TY OWNER.
S ALL U77L1TY DISCONNEC770N SHALL BE PERFORMED TO THE SA 77SFAC770N OF THE RELEVANT U77L1TY
COMPANY.
6. CONTRACTOR SHALL PROMPTl Y l7?ANSPORT AND LEG ALL Y DISPOSE OF DEMOLISHED MA TERIALS OFF
OWNERS PROPERTY. 00 NOT ALLOW DEMOLISHED MA TERIAL TO COLLECT ON SITE. CONTRACTDR SHALL
BE RESPONSIBLE FOR ALL DISPOSAL.
7. THERE SHALL BE NO BURNING OF DEMDLlSHED MA TERIAL ALLOWED ON SITE.
8. CONl7?ACTOR SHALL COORDINA TE WITH OWNER FOR ANY ITEMS TO BE TURNED DveR TO OWNeR.
9. DEMOLISH AND REMOVE ALL PA veMENT, SLABS, LIGHT POLE BASES. F0077NGS. SUBSURFACE ELEMENTS,
DF WORK UNLESS NOTED OTHERmSE. CLEAR AND GRUB ALL veGETA770N WITHIN THE LIMIT OF WDRK
BUT NOT BEYOND PROPERTY LINES.
10. CONTRACTOR IS RESPONSIBLE FDR CDNl7?OLLING OUST SO THAT OUST DOES NOT CREA TE A NUISANCE
ON ADJACENT ROADS OR PROPER77ES. SITE CONTRACTOR SHALL BE ReSPONSIBLE FOR Sl7?EET
SWEEPING AND CA TCH BASIN CLEANING AFTER EACH PHASF OF CONSl7?UG77ON AND AS NEED IS
DETERMINED BY THE LANDSCAPE ARCHITECl/ENGINEER.
11. NO AC77V1TY SHALL OCCUR DUTSIDE DF LIMIT OF WORK LINE AS SHOWN ON PLAN WlTHDUT THE
APPROVAL OF THE LANDSCAPE ARCHITECl/ENGINEER AND LANDOWNER.
12. THE CONl7?ACTOR SHALL ND77FY DIG SAFE I!J> 1-888-344-7233 A MINIMUM OF 72 HOURS (M-F) PRIOR
TO COMMENCEMENT OF ANY DEMOLI770N/CONSTRUC170N AC77V1TY.
13. THE LANDSCAPE ARCHITECl/ENGINEER IS NOT RESPONSIBLE FOR ANY ITEMS THAT MAY BE DISGOVERED
ON-SITE DURING DEMOLI77ON OR GONSl7?UC770N THAT WAS NOT PREVIOUSL Y INDICA TEO ON THE
SURVEYS OR INFDRMA 770N PRDVIDED.
14. PAveMENT SHALL BE SAWCUT AT THE LIMIT DF WORK. ALL PAVING, FDD77NGS, U77LI77ES. CURBING AND
DTHER EXIS77NG IMPRDVEMENTS SHALL BE REMDVED OR SUITABLY MILLED TO. THE SA 77SFACTlDN OF THE
DWNER AND GENERAL CONl7?ACTOR.
LAND N/F
COYOTE REALTY, LLC
BENCHMARK
SPIKE SET IN UTILITY POLE #25T/3/2 LOCATED ON EASTERLY SIDE OF NORTH WESTflELD
STREET NEAR SOUTHv.£ST CORNER OF PROJECT SlTIE •
EI EVAJJON -220.01 (TOWN OF AGAWAM DA TIJM)
NOTES
1. THE PREMISES SHOWN HEREON ARE 11-IE SAME AS THOSE CONVEYED TO NWST, LLC
BY THE DEEDS RECORDED AT THE HAMPDEN COUNTY REGISTRY OF DEEDS IN BOOK
18622 PAGE 69, BOOK 18622 PAGE 72, AND BOOK 20352 PAGE 462.
2. THE PROPERTY BOUNDARIES SHOWN HEREON ARE BASED ON A FIELD SURVEY
PERFORMED BY R LEVESQUE ASSOCIATES, INC. SEE PLAN BOOK 136 PAGE 51, PLAN
BOOK 197 PAGE a9, PLAN BOOK 319 PAGE 40.
3. THE SUBJECT PROPERTIES SHOWN HEREON MAY BE SUBJECT TO RIGHTS AND
EASEMENTS AS CONTAINED IN THE VARIOUS DEEDS OF RECORD DESCRIBING SAID
f'R9f'EIHlE3: THE bOgA no!'! l\!,!Q &m!'!T 9f /',NY §!!gH /l!gHT§ MQ &/',§&M&NTS /',R~
NOT THE SUBJECTS OF THIS PLAN.
4. THE EXISTING CONDITIONS INFORMATION SHOWN HEREON IS BASED ON AN INSTRUMENT
SURVEY PERFORMED BY R LEVESQUE ASSOCIATES, INC. IN FEBRUARY 2013 AND
UPDATED DECEMBER 2014. ELEVATIONS BASED ON TOWN OF AGAWAM DATIJM (NAVD
19BB).
5. THE WE1lANDS SHOWN HEREON WERE DELINEATED BY D.L. BEAN, INC. IN SEPTIEMBER
OF 2012.
6. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON SURFACE FEATIJRES AS
LOCATIED BY SURVEY AND AVAILABLE RECORD DATA AND ARE APPROXIMATIE. ACTIJ AL
LOCATIONS SHOULD BE VERIFIED WITH THE APPROPRIATE UTILITY COMPANY AND/OR
MUNICIPAL DEPARTMENT PRIOR TO CONSTRUCTION,
7. BU ILDING HAS BEEN DEMOLI SHED. IT IS UNKNOWN WHAT MAY REMAIN OF
FOUNDATION, FOOTINGS, CONCRETE SLABS, UNDERGROUND UTILITIES AND STRUCruRES,
ETC. ON THE SlTIE.
R EXISTING BUILDING TO BE DEMOLISHED IN ITS ENTIRETY, INCLUDING REMOVAL OF
FOUNDATION, FOOTINGS, STRUCTIJRES AND UTILITY DISCONTINUATION. ETC. BACKFILL
AND COMPACT EXCAVATIONS/VOIDS TO GRADE IN 6-INCH MAXIMUM LIFTS USING
PROCESSED GRAVEL OR OTHER MATERIAL APPROVED BY THE PROJECT ENGINEER.
9. CURB CUT TO BE CLOSED. REMOVE GRANITE CURB REruRNS. SIZE AND TYPE OF
GRANITIE CURB INSTALLED TO MATCH EXISTING.
PERMITTING
R LEVESQUE ASSOCIATES, INC
Landscape Architects
Civil Engineers . Land Surveyors
Environmental Consultants
ph: 413.568.0985 fax: 413.568.0986
40 School Street
Westfield, MA 01085
rlaland.com
PREPARED FOR:
NWST,LLC
267 Hillside Road
Sou1hwick, MA 01077
DATE:
UNAUTHORIZED AL TERA TION OF
THIS OOC-JJMENT IS A VIOLATION
OF ~ASSACHUSETTS STATE LA W
SCALE:
1" = 30'
RLA PROJ.l\UMBER: 120929
EX-l
'., ,
.
NOTES:
t;
~ f...::: V)
~
~ ~ f...::: ~ ~
2:
~ <
I
N m ..,:
:::l
w ,
If}
N ;,. ... ;.
0
z
LAND N/-c
CARMEN 11. AND EMIDDIO
BOTTA
I
I I
-------1 ------
1---36.0' '//.
PROPOSED
BUILDING
~-------------
--
., _.. --
---__ S 85·15'.J.~"
LAND N/F
RRAGARAUS U C
____ ~E _
421,69' ---------___ --
LOT 1
39,895 SQ. FT.
----------------------.I. :\ , ,
.,1
~j
,
/ 1---36.0·-I~""""~~~"""",,,,~lJt~O'--;. ~' '~~lX
-------_ S 85"5'35" --_ E_
m 0
N '" -
PROPOSED
BUILDING
~ ".
--427.15' ---__ -----------------J' ~ ----~ ---____ :-..J
~
LOT 2
63,874 SQ. FT.
,
/;-
, ,:0>
/ ~ , '" I j
~,
;ll,
-, ,
----S 85"5'35" E I ------106.00'-----~ ,
I ~~ I ~. ,
31.2' <J~;:--.!S' ~ ·O<J.... f' ~r77,?,/ //; /,//,17;/ /7; //~ // /~ ///::?'// /7,"/'777/ ///'"'"// ~.-.-..1 "'-..... ~ 111.90' ---
~ 18,251 SQ. FT. \ \
r--36.0' ~////////////////////////J '" -1""'::c.:::~~~~~~~ia ~ ... 'I ~ \
33.4' -
\----1 -N 85'4' " T~
I
- - - --4=O=O ...... W_';.::8~7.~4:::..J_' --~:5"-.-.--. __ l.il'
EXISTING RETAINING------I WALL ENCROAHES
I
I
I
I
I
LAND N/F
PRIDE CONVENIENCE INC
---_._-----\ ~--.--------SPRINGFIELD STREET
------~ --
\
~
LAND N/F
SPROCHETT REALlY LLC
1) THE PREMISES SHOWN HEREON ARE BASED IN PART ON DEED BOOK 18622 PAGE 69, DEED BOOK
18622 PAGE 72 AND DEED BOOK 20352 PAGE 462 ALSO SEE PLAN BOOK 136 PAGE 51 PLAN
BOOK PAGE 319 PAGE 40.
I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN
ACCORDANCE WITH THE RULES AND REGULATIONS OF
THE REGISTRY OF DEEDS. 2) THE PREMISES SHOWN HEREON MAY BE SUBJECT TO RIGHTS AND EASEMENTS AS CONTAINED IN
THE VARIOUS DEEDS OF RECORD DESCRIBING SAID PREMISES . THE LOCATION AND EXTENT OF ANY
SAID RIGHTS AND EASEMENTS IS NOT THE SUBJECT OF THIS SURVEY.
PROFESSIONAL LAND SURVEYOR
LAND N/F
COYOTE REALTY LLC
.
APPROVAL UNDER SUBDIVISION
CONTROL LAW NOT REQUIRED:
THIS PLANNING BOARD ENDORSEMENT
DOES NOT IMPLY COMPLIANCE WITH
THE MASSACHUSETTS WETLANDS
PROTECTION ACT OR ZONING BY-LAW.
DATE;:
AGAWAM PLANNING BOARD
SYMBOL & LINE LEGEND
o
•
•
IRON PIPE FOUND
IRON PIPE TO BE SET
CONCRETE BOUND FOUND
CONCRETE BOUNO TO BE SET
COMPUTED POINT
DRAFT
OWNER:
NWST, LLC,
PLAN OF LAND iN
AGAWAM, MASSACHUSETTS
SURVEYED AND MAPPED FOR
NWST, LLC.
MARCH 30, 2015 SCALE: 1"= 30'
PREPARED BY
RLA
R LEVESQUE ASSOCIATES, INC
40 School Street
P.O. Box 640
Westfield, MA 01086
ph: 413.5680985 fn: 413.5680986
rIaland.com
0' 30' 60' 90'
I _-~ __ I~I __ ~I
RLA JOB NO. 120929
SYMBOL '" LINE LEG£ND
o
•
•
'" [xl
®
o
@
(j)
~
0'
EJ'
~
f'1IF-l
t'H
JiII..:ill..JiII..
:K 102.4
IRON PIP[ FOUND
. i
IRON PIPE TO BE SET:
CONCR[TE BOUND FOqND
CONCRETE BOUND To iBE SET
COMPUTED POINT
EXISTING SIGN ,
[XISTING MONI TORING . WELL
[X/STING LIGHT POLE i
UTILITY POLE
GUY ANCHOR
EXISTING [LECTRIC MANHOLE
EXISTING TELU'HONE MANHOLE i ,I
EXISTING II£LL LOCA n/;lN
EXISTING WA TER VAL \If:
i
EXISTING WA TER SHUTJ..OFF
EXISTING HYDRANT
PROPOSED HYDRANT
EXISTING GAS VAL I-F
EXISTING SANITARY SE/vE'R MANHOLE
EXISTING CA TCH BASIN
EXISTING DRAIN MANH0/..E
PROPOSED CATCH BASIN
PROPOSED MANHOL£
SOIL BORING LOCA TION
OBSERVATION HOLE LOCATION
PERC TEST LOCA TlON
II£1LAND FlAG LOCA TlON ,
M.AH. W. FLAG LOCA TlON
II£TI.AND
EXISTING STONE WALL
TREE LINE
EXISTING SPOT GRADe '
----219----EXISTING CONTOUR
.94.7
----208 ----
---OHW---
----UE----
-------UT-----
---G---
------W ----
---SD---
----SS--~-
PROPOSED SPOT GRADE
PROPOSED CONTOUR
EXISTING OVERH£AD YoiIR£S
EXISTING UNDERGROUND ELECTRIC
EXISTING TELEPHONE liNE
EXISTING GAS LINE
EXISTING WA TER LINE
EXISTING STORM DRAIN'
EXISTING SANITARY SEWER
-----LOW ---LIMIT OF WORK LINE
-oo-_OCl_-oCl __ Cl __ DOUBLE EROSION CONTROL BARRIER
ABBREvtA TIONS
A.F.F. -ABOVE: FINISHED FLOOR
AF.S. -ABOVE FINISHED SLAB
APPROX. -APPROXIMA TE
AT.F.
BLDG.
BlK.
BOT.
B.O.W.
BRG.
CB.
CL
C.I.
CLR.
CONC.
CONT.
CONTR.
DBL
DET.
D.I.
OIA.
DIM.
DIL.
DWG.
EA
ELEC.
ElEV.
[XIST.
EXT.
FIN.
FLR.
FOUND.
FT.
GS
INS7L
LT.
MAX.
M.A.H.W.
MH.
MIN.
MISC.
N.T.S.
O.A.
O.C.
P.S./.
REINF.
R.H.
SHT.
SPEC.
SQ.
ST.
STA.
T.O.F.
T.O.W.
T.S.
TYP.
wi
W7R.
W.W.M.
-ABOVE TOP OF FOUNDA TlON
-BUILDING
-BLOCK
-BOTTOM
-BOTTOM OF WALL
-BEARING
-CA TCH BASIN
-CENTERLINE
-CAST IRON
-CLEAR
-CONCRETE
-CONTINUOUS
-CONTRACTOR
-DOUBLE
-DETAIL
-DUCTILE IRON
-DIAMETER
-DIMENSION
-DETAIL
-DRA'MNG
-EACH
-ELECTRIC
-ELEVATION
-[XISTING
-EXTERIOR
-FINISH
-FLOOR
-FOUNDATION
-FOOT OR FEET
-GUN BARREL FOUND
-INSTALLED
-LIGHT
-MAXIMUM
-MEAN ANNUAL HIGH WA TER
-MANHOLE
-MINIMUM
-MISCELLANEOUS
-NOT TO SCALE
-OVERALL
-ON CENTER
-POUNDS PeR SQUARE INCH
-RF:lNFORCING
-RIGHT HAND
SHEET
SPECIAL OR SPECIFICA nONS
SQUARE
STEEL
-STATION
-TOP OF FOUNDA TlON
-TOP OF WALL
TOP OF STEEL
-TYPICAL
WITH
-WATER
-WJ:LDED WIRE MESH
W ::-:==SECTION OR DETAIL NUMBER [MJ.. SHEET ON ~/CH SEC110N OR
DETAIL IS LOCA TED
W -"--SECTION OR DETAIL NUMBER D -SECTION OR DETAIL LOCA TED
ON SAME SHEET
EROSION &: SED!M£NT CONTROL NOTES
MANAGEMENT STRATEGIES
1. CONSTRUCTION TRAFFIC SHALL 8E LIMITED TO THE CONSTRUC1JON ENTRANCE.'
2. CONSTRUCTION SEQUENCE S , , '
J. TEMPORARY SEED AND MULCH SHALL 8E APPLIED IMMEDIATELY FOLLOWING ROUGH
GRADING. I • '
HALL 8E PHASED TO AVOID LEAVING LARGE AREAS EXPOSED FOR LONG PERIODS 'OF TIME.
4. SEDIMENTATION CONTROL MEASURES SHALL 8E INSPECTED CONTINUOUSLY. ESPECIALLY
FOLLOWING STORM EVENTS TO LOCATE FAILING CONTROL MEASURES AND 'CONDUCT
ROUTINE MAINTENANCE OPERATIONS.
5. THE CONSTRUCTION SUPERINTENDENT SHALL INFORM ALL ON-SITE WORKERS :OF THE
SEDIMENTATION CONTROL PROGRAM.
VEGETATIVE CONTROL PRACTICES
1. TOPSOIL STOCKPILING: TOPSOIL SHALL 85 STRIPPED FROM AREAS TO 8E DIStURBED AND
STOCKPILED FOR LATER USE. STOCKPILE ,LOCATION SHALL 8E APPROVED 8'1' tHE' OWNER
AND ENGINEER/LANDSCAPE ARCHITECT AND 8E WITHIN LIMIT OF WORK. ,
2. TEMPORARY SEEDING: THE TEMPORARY SEDIMENT BASIN TOPSOIL STOCKPILE AND ' ROUGH
GRADED AREAS SHALL BE SEEDED WITH WINTER RYE AT A RAtE OF JO LBS. iPER ACRE
ANY SOILS THAT ARE LEFT EXPOSED AND UNDISTURBED FOR MORE THAN JO: DAYs
SHALL 8E TEMPORARILY SEEDED. ,
A. SITE PREPARATION
• COMPLETE ALL ROUGH GRADING ACnvlTltS ,
• REMOVE ALL ROCKS AND DEBRIS LARG£R THAN J" IN OIAMETER FROM AREAS TO 8£
TEMPORARILY SEEDED. -EVENLY APPLY LIME TO ACHIEVE A PH VALUE OF 6.0. •
~~NLY "'F'F'L}; ,.,. LOS. or :]-(0-(0 ~r.:s/~ ,.~t(JlLlLt.1t 10 A DEPTH OF 4~'Us/NG
SUITABLE EQUIPMENT.
"S£EDBED IS TO 8E LEFT IN FlRAI AND SMOOTH CONDITION.
• THE LAST TILLAGE OPERATION SHALL BE PERFORMED ACROSS THE SLOPE. ,
B. ESTABLISHMENT ' , •
• EVENLY APPLY SE£D IN ACCORDANCE WITH THE SPECIES AND RATE INDICATED ABOVE
BY AlEANS OF BROADCASTING OR HYDRQSEEDING. ' , ,
"UNLESS HYDROSEEDED, COVER SEED WITH 1/~" TO 1/2" OF TOPSOIL
-APPLY MULCH OR EROSION CONTROL BLANKET IMMEDIATELY FOLLOWING SEEDING.
• VERIFY SEEDING DATES WITH ENGINEER/LANDSCAPE ARCHITECT IF '
ENGINEF:R/LANDSCAPE ARCHITECT DETERMINES THAT SEED CANNOT BE APPLiED DUE TO
CLIMATE, TOPSOIL SHALL NOT BE SPREAD AND MULCHING SHALL BE APPLI£D TO THe
EXPOSED SURFACE TO STABILIZE SOILS UNTIL THE NEXT RECOMMENDED SE£OING
PERIOD.
-PERMANENT SEEDING SHALL BE APPLIED BETWEEN APRIL 15 AND SEPTEMBER .10.
TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS OUTSIDE' THIS TlM£
FRAME, UPON APPROVAL BY THe ENGIN£ER/LANDSCAPE ARCHITECT.
C. MAINTE~NCE
"ALL SEEDED/MULCHED AREAS SHALL 8E INSPECTED REGULARLY TO SEE THAT A' GOOD
STAND IS MAINTAINED. AREAS SHALL liE R£PAIRED AS NECESSARY. :
NONSTRUCTURAL CONTROL PRACTICES
1. SCARIFICATION: EXPOSED SLOPES EXCEEDING 4:1 SHALL BE SCARIFIED AT RIGHT.
ANGLeS TO THE SLOPE. PROVIDE PERIODIC UPGRADING OF SERRATIONS DURING EXPOSED
PERIOD UNTIL VEGETATION IS £STA8LISHED. PROVIDE VEGETATIVE COVER AS SOON AS
POSSIBLE.
2. STRAW MULCH: STRAW MULCH SHALL BE APPLIED IN CONJUNCTION WITH
TEMPORARY/PF:RMANENT SEEDING AND TO GRADED AREAS WHICH REMAIN EXPOSED
OUTSIDE OF ReCOMMENDED SEEDING DATES. MULCH SHALL BE APPLIED AT 90 LBS.
PER 1000 S.F. CONTRACTOR SHALL PERIODICALLY INSPECT AND REAPPLY AS NECeSSARY,
PARTICULARLY FOLLOWING SIGNIFICANT STORM EVENTS. •
J. TOPSOIL: DISTURBED AREAS SHALL 8E TOPSOILED PRIOR TO SEED APPLICATION.
APPLICATION STANDARDS:
• REMOVE ALL ROCKS AND DEBRIS OVER 1"-1 1/2" IN DIAMETER.
• SCARIFY SURFACE PRIOR TO SEED APPLICATION.
• APPLY 6" DEPTH OF TOPSOIL.
~. SILT FENCE: SILT FENCE SHALL BE INSTALLED AROUND THE PERIMETER OF THE SITE.
AT CULVERT OUTLET LOCA TlONS, OR AS INDICA TEO ON THE D~WINGS. SILT FENCt SHALL
8E INSPECTED AND REPAIRED ROUTINELY, ESPECIALLY FOLLOWING STORM EVENTS 'UNTIL
THE SITE HAS 8£EN STABILIZED (COVE:R > 70%) BY VEGETATION.
STRUCTURAL CONTROL PRACTICES
1. RIP-RAP OUTLET PROTECTION: RIP-RAP SHALL 8E PROVIDED AT ALL PIPE OUTLETS TO
THe WETLAND. MATERIAL SHALL BE HARD, DURABLE FIELD OR QUARRY STONE ' WHICH IS
ANGULAR AND RESISTS BREAKING DOWN WHEN EXPOSED TO WATER OR WEAmERING.
2. CONSTRUCTION ENTRANCE: CONSTRUCTION llITRANCE SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE DRAWINGS.
J. DUST CONTROL: A WATER TRUCK SHOULD BE LOCATED ON-SI7t: FOR DUST CONTRoL
WHILe WORK IS PROCEEDING. MAINTENANCE SEOIMENTATION CONTROL MEASURES SHALL
8£ CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT. THE FOLLOWING
ITEMS SHALL BE CHeCKm IN PARTICULAR:
A RIP-RAP OUTLET PROTECTION SHALL BE CHECKED REGULARLY FOR SEDIMENT
ACCUMULATION. IF SIGNIFICANT AMOUNTS OF SEDIMENT ACCUMULATE. RIP-RAP
SHALL 8E REMOVED AND REPLACED.
B. SILT FENCING SHALL BE INSPECTED REGULARLY FOR UNDERMINING AND
DETERIORATION. REMOVE smlMENT FROM 8EHIND FENCE WHEN IT BECOMES 6
INCHES DEEP.
C. SEEDED/MULCHED AREAS SHALL BE INSPECTED REGULARLY TO SEE THAT A
GODD STAND IS MAINTAINED. AREAS SHALL 8E REPAIRED AS NECESSARY.
SILT FENCE INSTALLAVON NOTES
1. THIS SEDIMENT BARRIER UTILIZES MIRAFI ENVIROFENCE (100i) OR EQUAL. IT IS
DESIGNED FOR SITUATIONS IN WHICH ONLY SHE£[ OR OVERtAND FlOWS ARE EXPECTED.
I
2. THIJ HEIGHT OF THE BARRIER SHALL NOT EXCEED J6 INCHES (HIGHER BARRIERS MAY
IMPOUND VOLUMES OF WATER sumCIENT TO CAUSE FAlLUR~ OF THE STRUCTURE). '
IDEALLY THE FILTER FENCE SHALL 8£ PLACED 10 FEET AWAr FROM THE TOE: OF SLOPE.
!
J. WHEN JOINTS AR£ NECESSARY, FlLT£R FABRICS SHALL BE SRLICED TOGETHER ONLY AT A
SUPPORT STAKES WITH A MINIMUM 6-INCH OVERLAP, AND S£CURELY SEALED. SE£
MANUFACTURER'S RECOMMENDATION. ! ,
4. STAK£S SHALL 8E SPACED A MAX/AIUM OF 10 FEET APARTAr THE BARRIF:R LOCATION
ANtJ DRIVEN SECURELY INTO THE GROUND (MINIMUM OF' 12 'INCHES). IN APPLICATIONS
WHERE HEAVY FlOWS ARE EXPECTED SUCH AS IN-STREAM INSTALLATIONS STAKE SPACING
SHALL BE P£R MANUFACTURER'S RECOMM£NDATIONS AND/OR, THE ENVIRONMENTAL
PROFESSIONALS R£COMMENDATIONS. i ,
i
5. A 1J?ENCH SHALL BE EXCAVATED APPROXIMATELY 6 INCHES, !WOE AND 6 INCH£S DEU'
ALONG THE LINE OF STAKES AND UPSLOPE FROM THE BARRIER IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS.
6. THE PR£ ASS£M8LED SILT F£NCE SY.STEM SHALL 8E UNROLLf:D, POSITION THE STAKES
ON THE DOWNHILL SIDE OF THE TRENCH AND HAMMER THE' STAKES AT LEAST 12 INCHES
INTO THE GROUND. !
7. THe. BOTTOM SIX (6) INCHES OF THE FABRIC SHALL 8£ LAID INTO THE TRENCH TO
PREVENT UND£RMINING BY STORM WATER RUNOFF.
8. BACKFILL THE TRENCH OVER THE FILTER FABRIC AND COMPACT SUmCIENTLY TO
PRtvENT THE RUNOFF FROM ERODING THE BACKFILL. i
9. THE FABRIC SHALL NOT EXTEND MORE THAT J6 INCHES ABOVE TH£ ORIG/~ GROUND
SURFACE. FILTER FABRiC SHALL NOT 8E STAPLED TO EXISTiNG TREES OR SUPPORTS
OTHER THAN THE STANDARD STAKES. I
10. INSTALLED SILT FENCE BARRIERS SHALL BE MAINTAINED ON j REGULAR SCHEDULE WHICH MA~ BE PRESCRIBED 8'1' THE LOCAL, STATE OF FEDERAL REGULATORY AUTHORITY; BUT,
AT MINIMUM SHALL BE CHECKED WEEKLY AS WELL AS AFTER EACH STORAI EVENT.
MAINTENANCE SHALL CONSIST OF AN INSPECTION OF THE ENtIRE LENGTH OF THE
BARRIER TO DETERMINE IF IT IS FUNCTIONING AS INTENDED. 'ALL BREAKS, DETACHED
FABRIC, SLUMPED FABRIC. CLOGGED FA8RIC, AND UND£RM)NED AREAS SHALL 8£ FIXED
THE DAY THAT THEY ARE DISCOVERED. ' ,
,
11. WHEN A MAXIMUM OF SIX (6) INCHeS OF SEDIMENT HAS ACCUMULATED BEHIND THE SILT
FENCE THIS SEDIMENT SHALL BE REMOVED AND THE FENCE SHALL BE INSPECTED FOR
TEARS, CLOGGING OF BREAKS, ALL D£FICIENCIES SHALL BE C,ORReCTED IMMEDIATELY
EITHER BY REPAIR OF REPLACEMENT OF THE SILT FENCE BARRIER AND/OR STAKES AS
NEEDED. i
12. S/U FENCE BARRIERS SHALL BE REMOVED WHEN THEY HAVE' SERVED THEIR USEFUL
PURPOSE. BUT NOT BeFORE THE UPSLOPE AREA HAS BEEN CLEANED OF SILT AND
PERMANENTLY STABILIZED.
HAY BALE INSTALLATION &-WJNTENANCE
,
1. HAY BALES SHALL BE PLACED IN A SINGLE ROW; LENGTHWISE ON THE CONTOUR, WITH
ENDS OF ADJACENT BALES TIGHTLY ABUmNG ONE ANOTHER,
2. ALL BALES SHALL BE EITHER WIRE BOUND OR STRING TIES. BALES SHALL 8E INSTALLED
SO THAT BINDINGS ARE ORIENTED AROUND THE SIDES RATHtfi THAN ALONG THE TOPS
AND BOTTOMS OF THE BALES TO PREVENT DETERIORATION OF THE BINDINGS. . )
3. THE , BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A rkENCH SHALL BE EXCAVATED
THE WIDTH OF A BALE AND THE LENGTH OF THE PROPOSED BARRIER TO A MINIMUM
D£PTH OF FOUR (4) INCHES AND A MAXIMUM DEPTH OF SIX (6) INCHES. AFTER THE
BAL£S ARE STAKED AND CHINKED, THE EXCAVATED SOIL SHALL BE BACKFILLED AGAINST
THE BARRIER. BACKFILL SOIL SHALL CONFORM TO THE GROUND LEVEL ON THE
DOWNHILL SIDE AND SHALL BE BUlL T UP TO FOUR (4) INCHES AGAINST THE UPHILL SIDE
OF THE BARRIER. ' 1
~. EACH BALE SHALL 8E SECURELY ANCHORED 8'1' AT LEAST ,TWO (2) STAKES OR REBARS
DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BAf,E SHALL BE DRIVEN TOWARD
THE PREVIOUSLY LAIO BALE TO FORCE THE BALES TOGETHER. STAKES OR REBARS
SHALL 8E DRNEN DEeP ENOUGH INTO THE GROUND TO SECURELY ANCHOR THE BALES.
5. THE GAPS BETWEEN BALES SHALL 8E CHINKED (FILLED BY ~DGING) WITH STRAW TO
PREVENT WATER FROM ESCAPING 8ETWEEN THE BALf:S. (LOOSE STRAW SCATTERED OVER
THE AREA IMMEDIATELY UPHILL FROM A STRAW BALE BARRIER TENDS TO INCREASE
BARRIER EFFICIENCY.)
6. HAY BALES GENERALLY OETERIORATE IN 2-8 MONTHS AND THUS NEED REPLACEMENT.
, ,
7. INSPECTION SHALL 8E FREQUENT AND REPAIR OR REPLACEME,NT SHALL 8E IJAO£
PROMPTLY AS NEEDED. i
8. BALE BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERViD THEIR USEFULNESS, BUT
NOT 8EFORE THE UPSLOPE AREAS HAVE 8£EN PERMANENTLY : STABILIZED.
DEMO NOTES
I. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATION, (NCLUDING BUT NOT LIMITED
TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS &-POLES, ETC. AS
REQUIRED. ALL WORK SHALL 8E IN ACCORDANCE WITH GOVERNING AUTHORITI£S
SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL 8£ INCLUDED IN
BASE BID.
2. CONTRACTOR SHALL ERECT AND MAINTAIN SAFETY BARRICADES AND POST PROPER
NOTICES PRIOR TO THE COMMENCEMENT OF WORK. . ,
J. CONtRACTOR SHALL PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND
LANDSCAPING TO REMAIN. .
, . ~. CONTRACTOR SHALL AlAiNTAIN EXISTING UTILITIES TO R£IJAIN IN SERVICE AND PROTECT
THEM FROM DAMAGE DURING DEMOLITION OP£RATIONS.
5. 00 NOT DAMAGE EXISTING UTILITIES TO REMAIN WITHIN PROJECT AREA. ALL OAJ./AGE TO
f)(/sflNf} UflLfflfS TO Rt!.WN SHALL at REPAiRED AT mi coiifRACTOi?;S EXPENSE TO
THE SATISFACTION OF THE UTILITY OWNER.
6. CONTRACTOR SHALL PROMPTLY TRANSPORT DEMOLISHED MATERIALS OFF OWNERS
PROPERTY AND LEGALLY DISPOSE OF. DO NOT ALLOW DEMOtiSHED MATERIAL TO COLLECT
ON SITE. CONTRACTOR SHALL PAY ANY DUMPING FEES.
7. THERE SHALL BE NO 8URNING OF DEMOLISHED MA TERIAL ALLQW-ED ON SIT£. ,
8. CONTRACTOR SHALL COOROINATE WITH OWNF:R FOR ANY ITEAlS TO BE TURNED OVER TO
OWNER. .
9. D£M9USH AND REMOVE ALL PAVEAI£NT, SLABS, LIGHT POLE BASES, FOOTINGS,
SUBSURFACE ELEMENTS, MISC£LLANEOUS DE8RIS, ETC. WITHIN PROPERTY LINES UNLESS
NOTED OTHERWISE.
10. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST so nlAT DUST DOES NOT CREATE
A NUISANCE ON ADJACENT ROADS OR PROPeRTIES. SITE CONTRACTOR SHALL BE
RESPONSIBLE FOR STREET SWEEPING AND CATCH BASIN CLEANING AFTER EACH PHASE OF
CONSTRUCTION AND AS NEED IS DETERMINED BY THe LANDSCAP£ ARCHITECT/ENGINEER.
11. CONTRACTOR SHALL REMOVE AND DISPOS£ OF ANY ABANDONtD SUBSURFACE SOIL
ABS@RPTION SYSTEM (SAS) AND MISCELLANEOUS DEBRIS.
12. NO ACTIVITY OTHER THAN NORMAL MAINTENANCE SHALL occu/f OUTSIDE OF LIMIT OF
WORK LINES AS SHOWN ON PLAN WITHOUT THE APPROVAL OF THE LANDSCAPE
ARCifITECT/ENGINEER.
IJ. THE CONTRACTOR SHALL NOTIFY DIG SAFE C 1-888-3~4-72J3 PRIOR TO
COMMENCEMENT OF ANY DEMOLITION/CONSTRUCTION ACTlvrrY.
LANDSCAPE NOTES
, '
1. THE CONTRACTOR SHALL VERIFY FINAL SELECTION OF pLAN"f MA TERIALS
LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATlOf'(.
, , ,
i, i. , ,
1
2. NO PLANT MATERIAL WILL BE ACCU'TED WHICH DISPLAYS MAJOR Itf~E;ij~~~ott
DAMAGE. THE OWNFR/LANDSCAPE ARCHITECT RETAINS THE 'RIGHT 71
MATERIAL DEEMED UNFIT. ' ,
\ J. WARRANTEE: FOR A PERIOD OF TWO GROWING SEASONS ~ THE: DATE 1 ~~~~~ItI~RK
UNDER THIS CONTRACT IS CERTIFIED AS SUBSTANTIALLY COMPL£T£.' THE /;'(
SHALL: I) WARRANTEE ALL PLANTS AND SEEDED AREAS UNDER THiS cd~lTIvlcr! i . I I
2)REMOVE AND RU'LACE DURING THIS GLIARANTEE PERIOD 'PLANTS ,
POOR CONDITION AS DETERMINED BY THE OWNER; J) REPlANT WITH
SIZE AND QUALITY AS ORIGINALLY SPECIFIED; 4) GUY AND IrIAlNTAIN AS
AT NO ADDITIONAL COST TO THE OWNER.
4. ALL NEW LAWN AREAS SHALL RECEIVE A MINIMUM OF 4 INCHES
pH AND ORGANIC CONTENT SUITABLE FOR THE HEALTHY ~WTH '
AREAS SHALL BE SE£D£D WITH A FINE BLADE LAWN GRASS $£ED
IN : :
1
IHE~~EIN !
i ' , i
~~IOP£Rii , i ,
i
i
ADDITIONAL OFF-SITE TOPSOIL MAY BE REQUIRED. , ,
! : , ,
5. ALL AREAS TO 8E MULCHED SHALL RECEIVE ~ INCHES /,(/"',AI,/)M IqO:II ~~~ea1)J~~Z~. ' j MULCH WITHIN 48 HOURS OF PLANTING UNLESS OTHf:RWIS$, NOTED IN Pi I , ,
6. ALL TREE AND SHRU8 PITS SHALL BE AT LEAST 2 FEET wioE:R , !
THAN THE TREE OR SHRU8 ROOT BALL TO BE PLANTED 1M , IT. " I !
QUALITY LOAM OF THE PROPER pH AND ORGANIC CONTENT, ' I i i GROWTH OF PLANT MATERIALS. ' . , ! '
;: ! i
7. ALL PLANTS SHALL 8£ NURSERY GROWN AND CONFORM T6 THt LATEST EDli70N loF ':4NS/l
' Z60.1. AMERICAN STANDARD FOR NUR."FRY .~OCk""' ,!
8. EACH PLANT TO BE FREE FROM DISEASE. INSECT INFESTA oofl, ' ,
AND IN ALL RESPECTS BE SUITABLE FOR FIELD PLANTING.!
9. EACH PLANT TO 8E IN THE TOP OF ITS SIZE CLASS AFTER SHEARING
10. FINAL FOUNDATION PLANTINGS PLANS AND USTS TO 8£ PROVtDED BY WI.D$(W:'oS'
CONTRACTOR AND SHALL 8E APPROVED BY LANDSCAP£ ARCHITECT PRIOR I
INSTALLATION. ' ' ,
. .,
'I
"
, , . ,
i i
i I
II. ADJACENT TO THE TOP OF ANY WALLS OVER 36" A F£NCEo iOR 'WALL S~ 8E : ,.
CONSTRUCTED PER PLAN THAT MEETS LOCAL 8UILDING COOf AND ALL Ot;1ER AfJPtJ!CABLE :
STATE AND FEDERAL LAWS. ' . • :. , , I I'
! ' i ' "
12. SEE DETAIL SH££TS FOR ADDfTlO~ DETAILS &-SP£CIFICAT1ONS.
IJ. DURING THE INSTALLATION OF PLANT MATERIAL AND OTHER 'LANDSCAPE Fi!:ATURES I,
LANDSCAPE/SITE/IRRIGATION CONTRACTORS SHALL PAY SPECIAL ArfENTlOM TO : Tiir: ;'
LOCATION OF PRE-EXISTING. AS WELL AS, NEWLY INsrALLEi? UTiunES.C,OrJrRAOro,R
SHALL REFER TO THE APPLICABLE SHEETS HEREIN AND K£I4P A RECORO 'OF: ONf SITE
CHANGES AND PLAN/SKETCH REVISIONS THAT MAY AFFECT IITILITY /y>ID D/WNAGE; :, ; ,
LOCATIONS. I . ': I I " . . :! I'
14. SHOULD GC OR ANY SUBCONTRACTOR ENCOUNTER A DlSCRt:PM/CE/CDNFlXi: ~N 'pJf:
PLAN AN THE ACTUAL LOCATION OF A SITE FEATURE. THE CONTRACTOR SHALIJ Cl!JNT'ACT
THE LANDSCAPE ARCHITECT/ENGINEER AND OWNeR IMMEDlATf;LY.' ! i : i :
, . ' I
15. ALL AREAS DISTURBm DURING CONSTRUCTION NOT DESIGNATED TO , RECEt;, !OTHERl '
TREATMENT SHALL B~ LOAMED TO A MINlAlUM DEPTH OF 44AND SfEDED ilN iACCPRpANCE
WITH THE FOLLOWING. .. ' •
A. ~i:'~~~':'ROUND LII.iESTONE INTO ALL AREAS TO j BE SEtD£D 1'1" A 'RAt! ~F 50
B. APPLY 10-6-4 FERTILIZER TO ALL AREAS TO 8£ SEE1i)ED AT A RATi£ OF 2 "
L85/1,Ooo S.F., i , i,'
C. THOROUGHLY INCORPORATE LIME AND FERTILIZER INTD ,:,S£ED, BED TV i DEPW' TH ' OF,' J"
8'1' DISCING OR OTHER APPROVED METHOD. ',I .' .
D. SEED WITH THE FOLLOWING MIXTURE. APPLIED AT A RATE OF '10 LaS/f. i ~.F.
SEED MIX: ; • '!:: I:
NAME OF SEED Jr BY WEIGHT MIN.:II PURITY MIN. GERMII!IATlP;',.
POS PRETENSES
~RON"
BARON BLUeGRASS
IN MIXTURE i i I
50 90 75 i I
i
FESTUCA RUBRA
"PENNLAWN"
PENNLAWN FESCUE
25 95
I .
[85! _ i I
i
LOLiUM PERENNE 25 98 ! 95
"PENNFINE" i i
PENNFlNE :, I,
E. MULCH ALL SEEDED AREAS WITH STRAW AT A RATE OF 5 LBS/I,oooi s.F.uJf.E'~S
HYDROSEEDING WAS USED. i ,
F. ALL SLOPES OF J: 1 OR GREATER AFTER BEING LOAMED, SE£Dt:D AND AlULCHeo IN
ACCORDANCE WITH THE ABOVE SHALL SECURED WITH EROSION CONTirOL BLANkETS
(NO. AMERICAN GREEN S150 OR EQL/AL). OVERLAP ALi.' NETTING JOIN,TS A MINiAlUM
OF 6" AND SECURE WITH DOUBLE ROW OF STAPLES. : i ' I' .
16. ALL SLOPES STEEPER THAN 1:5 SHALL BE BLANKETED W/ -EROSION CONTROi. FAIilRIC
AND/OR HYDROSEEDED AND INSPECTED BY THE LANDSCAPE;ARCHITECT. . i
UAlERIALS CONSTRUCTION NOlES
I
! I ' ,
1. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 PSI AT 2~ ~ysj
UNLESS OTHERWISE SPECIFIED. ! ' I
2. ALL REINFORCING STEeL SHALL 8E ASTM A615, GRADE 40, IYNLESS lOTHEr¥rSE S~EbIFl£D.
J. PROVIDE A AlINIMUM CLEARANCE OF 2" BETWEEN OUTSIDE O~ STEEL AND tAcr ~ !
CONCRETE. UNLESS CAST AGAINST EXPOSED SOIL, IN WHICH CASE A MINIMUM ' OF iJ"OF
CLEARANCE IS REQUlR£D. .1 . I :, I· , ; " i'
: I ' I
! ,
I I
I
!
I ,
I
i •
. '
Oi , ,
p
I I
LEVESQUE ASSOCIATES,
, Undseape Arcbitects
: Civil Engineers . Land Surveyors
'Environmental Consultants
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640 •
Westfield, MA 01086
i :
i' , '
"
! j , '
rlalaod.com
NWST,LLC
267 HlUside Road
Sol!thwick, MA 01077
Mueb30,
, 'J UNAUTHORIZED ALTERATION OF , ! ' nilS DOCUMENT IS A VIOLATION
OF MASSACHUSETTS STATE LAW
GENERAL CONSTRUCTION NOTES
1. PRIOR TO 8EGINNING CONSTRUCTION, THE OR HIS AUT.HORIZED
REPRESENTATIVE SHALL CONVE:NE A PRE-CON~TRUCTION CONFERENCE 8ETWEEN THE
CITY/TOWN REPRESENTATlVE:S, CONSULTING ENGINEER/LANDSCAPE ARCHITECT. UTiUTY
COMPANY REPRESENTATlVE:S, AND ANY OTH"R :~FFECTED PARTIES. i
2. THE OWNER AND f? LEVESQUE ASSOCIATES,. INd. AND/OR THElR REPR£S£NTATIVEs, IN
PREPARING THEs£ PLANS HAVE: ATT£MPTED TO j LOCATf ALL EXISTING UTiUTIEs IN THE
PROJECT Al?EA. HOWEVER, THERE MAY BE UTIL1T/ES THAT W£RE NOT OR, COULO NOT BE
LOCATED. UNDERGROUND UTILlTI£S SHOWN 'ON i THE PLANS AR£ IN APPROXIMATE
LOCATIONS ONLY. TH£ CONTRACTOR SHALL ' bUERMINE THE EXACT LOCA'(!ONS AND
ELEVA TlONS OF ALL EXISTING UTILITIES BEFOR£, COMMENCING WORK. THE; CONTRACTOR
SHALL CALL ALL APPROPRIATE UTILITY COMPANIES FOR LOCA TlONS OF THEIR UTILITIES AT
LEAST 48 HOURS BEFORE COMMENCING EXCAV,ATlON. IN THE EVENT TH~T A UTILITY IS
SITUATED SUCH THAT CONSTRUCTION CANNOT pROCEED AS SHOWN ON :THE PLANS, THE
PROJECT ENGIN£ER/LANDSCAPE ARCHITEcrANO OWNER SHALL BE NOTlki£D IMMEDIATELY.
J. THE SITE CONTRACTOR IS RESPONSI8L£ FOR AI:JY AND ALL D;\MAGES W'1'CH OCCUR DUE
TO HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UTILITIES. !
4. CONTRACTOR SHALL PROVIDE TWO SETS OF Ate-BUILT DRAWINGS, PRIOR: TO FINAL
PAYMENT. AS-BUILT DRAWINGS BY A REGISTERtD LAND St,JRVEYOR SHAL~ INCLUDE ALL
INSTALLED UTILITIeS WITH VERTICAL AND HORIZONTAL LOCATIONS AND BE!; SATISFACTORY TO
THE BUILDING OFFICIAL FOR ISSUANCE OF A CERTIFICATE OF OCCUPANd(.
5. ALL FILL WORK REQUIRED TO BRING THE PRqRos£D ROADWAY UP TO SUB-GRADE LEVE:L
SHALL CONFORM TO MHD SP£CIFICATIONS SECTION 150 AfJD ANY TOWN: CODES. ,
6. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE .GOVERNING COD£S; AND 8E
CONSTRUCT£D TO SAM£. . r
. ,
7. ALL WORK IN THE CITY RIGHT-OF-WAY AND EAsEMENTS SHALL BE IN AcCORDANCE WITH
THE CITY.!TOWN SPECIFICATIONS AND MAS.<;i.""!I~'f'7T': n~PARru.NT = ,".NS'PoRrATlOH
STANDARD SPECIFICATIONS FOR ROAO AND BRIPGE CONSTRUCTION, LATEST EDmON. , ,
8. TH£ CONTRACTOR SHALL GWE THE CITY /TOWN ~ MINIMUM OF 48 HOURi NOTlC£ BEFORE
BEGINNING EACH PHASe OF CONSTRUCTION, , i
9. CONTRACTOR IS RESPONSIB,LE FOR REPAIRS Of DAMAr;;E TO ANY EXISTING IMPROVE:MENTS
DURING CONSTRUCTION, SUCH AS, BUT Nor aMiTED TO, DRAINAGE. UTiUTlES, PAVE:MENT.
STRIPING, CURB, ETC. REPAiRS SHALL BE EQuAL TO OR BETTER TflAN EXISTING
CONDITIONS. ' .
, I
10. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE CONDITIONS OF APPROVAL
OUTLINED IN ALL STATE AND LOCAL PERMrrs. 'COPIES OF THE CONDITIONS ARE INCLUDED
WITHIN THE PROJECTS TECHNICAL SPECIFICATIONS. THE CONTRACTOR sHp,LL 8E
RESPONSIBLE FOR REVIEWING THIS INFORMATION PRIOR TO CONSTRUCTION AND
CONFORMING TO THE CONDITIONS AS REQUIRED, DURING CONSTRUCTION.,
11 . THE G£NERAL CONTRACTOR SHALL MAINTAIN THE J08 CLEAR OF TRASH AND DEBRIS. THE
WORK AREAS ARE TO BE PICK£D UP AT THE E;ND OF EACH WORK DAY.
12. ANY TEMPORARY FACILITIES FOR THE STORAGE iOR PROTECTION OF TOOtS; EQUIPMENT OR
~~~:2;0~~AL,,~s~~"':s7~~IT;O iH~~L DRfg/jf('t%?t~~Ntoi~~~iu~~ ~~ C::Cfs1ARy
COMPONENTS FOR CONSTRt,JCTlON SAFETY. SAFtiY. CARE OF ADJACENT PROPERTIES
DURING CONSTRUCTION, AND COMPLIANCE WITH, STATE AND FEDERAL RE$ULATIONs
REGARDING SAFETY SHALL BE THE GENERAL CqNTRACTORS RESPONSIBIL{fY. ,
I ,. ,
13. ~~~;Jt~AfiIL~Nr:r~T~~L AfgN:flO~~B~~/~:AfJO:J8J,~JG V~: ~&p~I1.AN:a
EXTRAS DUE TO UNFAMILIARITY WITH THE EXISnNG SITE OR WORKING CONDITIONS WILL
B£ ALLOWED.
14. CONTRACTOR SHALL 8E R£QUlRED TO PERFORM FINAL CLEANUP CONSISTING OF CLEANING
THE PROPOSED DRAINAGE AND SEWER SYSTEMS . OF ALL DEBRIS PRIOR 1'0 THE
ACCEPTANCE BY THE OWNER. ADDITION ALL Y, THE PROPOSED RDADWAY SHALL BE CLEANED
AND SWEPT BY THE CONTRACTOR PRIOR TO ACCEPTANCE. .
15. ALL £XCAVATION SHALL COMPLY WITH OSHA'S LATEST STANDARDS. ALL REQUIREMENTS
OF OSHA'S EXCAVATION STANDARDS SHALL BE PROVIDED BY THE CONTRACTOR INCLUDING,
BUT NOT LIMIT£[) TO, TH£ PROVISION FOR A CoMPET£NT PERSON ON S!TE MANAGER AND
ANY REQUlR£D DOCUMENTATION THAT MAY REQUIRE CERTIFICATION BY A ' PROFESSIONAL
ENGINEER. THE OWNER, THROUGH ITS ENGINEER, SHALL EXPRESSLY NOT PROVIDE ANY
of THE A80VE: REQUIREMENTS D£SIGNATED BYfOSHA'S EXCAVATION STANDARD.
16. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE COST OF LA Y1NG OUT ALL
ITEMS OF THE WORK BASED ON CERTAIN HORIZONTAL CONTROL AND BENCHMARK
SUPPLI£D BY THE SURVEYOR OF RECORD. ANY OISCREPANCIES SHALL 8E IMMEDIATELY
R£PORT£D TO THE £NGINEER.
,
17. THE CONTRACTOR SHALL PROVIDE ALL MATi!RlAiJS, LABOR, EQUIPMENT. PERMITS AND
APPURTENANCES NECESSARY TO PROVIDE A COMPLETE PRDJECT AS INO/,CATED ON THE
PLANS AND IN THESE SPECIFICA TlONS.' .
18. THE CONTRACTOR SHALL BE RESPONSIBLE FORA THOROUGH SITE EXAMiNATION IN ORDER
TO PREPAI?E SITE FOR CONSTRUCTION.
19. ANY AND ALL DEloAOLISHED TREES, STRUCTURES, AND OTHER RUBBLE MATERIAL PERTAINING
TO THIS PROJECT SHALL BE DISPOSED OF BY THE CONTRACTOR OFF-SITE AT HIS
EXPENSE IN ACCORDANCE WITH ALL OF THE CITY/TOWN ORDINANCES AND ALL
APPLICABLE STAT£ AND F£DERAL ENVIRONMENTAL REGULATIONS. .
20. ALL PAVE:MENT DISTUR8ED BY THE CONTRACTOR'S OPERATIONS SHALL 8E R£PLACED IN
ACCORDANCE WITH THE SPECIFICATIONS AND AS SHOWN ON THE DRAWINGS.
21. ALL STREET £XCAVATIONS SHALL BE COMPLETElY CLOS£D AT THE END OF EACH WORKING
DAY BY BACKFILLING OR COVERING WITH STEEL PLATES.
22. ALL MAT£RIALS AND METHODS AR£ TO COMPLY WITH THE CITY/TOWN DPW STANDAI?DS OR
MASSACHUSETTS HIGHWAY (WHERE APPLICABLE), UNLESS OTHERWISE DIRECTED BY THE
ENGINEER.
23. PERMITS WILL BE REQUIRED BY CONTRACTOR WHEN WORKING WITHIN OR OCCUPYING
PUBLIC WAY. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED WORK
PERMITS AND MAINTAINING A COPY OF ALL PERMITS IN A THREE RING BIND£R OR
PROJECT BOOK AND ON-SITE AT ALL TIMES.
24. BACKFILL WILL 8E PLACED IN SUCCESSIVE LAYERS NOT MORE THAN TWELVE INCHES IN
THICKNESS AND SHALL BE COMPACTED TO 957{ OF MAXIMUM DRY DENSrJY DETERMINED
BY STANDARD PROCTOR TEST (ASTM 698) FOR . ALL APPLICABLE TYPES OF BACKFILL
MI..-rfRk1t fig fflOlEN MATfIflAL SMALL D[ USeD As BACKfiLL. If. IN Tt/f OPINION 6f
THE ENGINEER OR THE DPW. THE £XCAVATED M;'.TERfAL IS UNSUITABLE. THE ENTIRE
MA TERIAL FOR BACKFILLING SHALL CONSIST OF APPROVED GRA VE:L OR APPROVE:D
BORROW. AS DIRECTED. AFTER THOROUGH . TAMPING AROUND AND BENEATH THE UTILITY
A SIX-INCH LAYER OF BACKFILL WILL BE THOROUGHLY COMPACTED AS FOLLOWS: IF
DRY, SHALL BE MOISTENED AND THEN COMPACTED WITH MECHANICAL TAMPERS OR 8Y
HAND TAMPERS HAVING A TAMPING FACE NOT IrXCEEDING 25 SQUARE INCHES IN AREA.
TH£ FINAL TWEL VE INCHES OF FILLING WILL, IN , ALL CASES, CONSIST OF. APPROVED
GRA VE:L THOROUGHL Y TAMP£D.
25. CONTRACTOR SHALL PROVIDE FI£LD COMPACTION VE:RIFlCATION UTILIZING ASTM 05195-02,
STANDAI?D TEST METHOD FOR DENSITY OF SOIL & ROCK IN-PLACE AT DEPTHS 8ELOW
THE SURFACE BY NUCLEAR METHODS.
26. CONTRACTOR SHALL PROVIDE FI£LD COMPACTION R£SULTS TO ENGINE£R WITHIN
24-HOURS PRIOR TO PLACEMENT OF INFRASTRUCTURE OR BITUMINOUS 8INDER.
27. ALL FILL TO BRING PROPOSED ROADWAY UP TO THE SUB-GRADE LEVEL SHALL EXT£ND
PAST THE EDGE OF TH£ RIGHT-OF-WAY AT A 2: 1 SLOPE. THIS IS TO PROVIDE ADEOLfATE
SUPPORT FOR TH£ RIGHT-OF-WAY.
LA YOUT NOTES
1. CONTRACTOR SHALL REF£R TO THE ARCHIT£CTURAL PLANS FOR EXACT LOCATIONS AND
DIM[NSIONS OF VESTI8ULES, SLOPE PAVING, SIDEWALKS, EXIT. PORCHES, PRECISE
8UILDING DIM£NSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS,
2, ALL CONSTRUCTION IN CITY RIGHT-OF-WAYS AND/OR EASEMENTS SHALL BE IN
ACCORDANCE WlTH THE CITY/TOWN STANDARD SPECIFICATIONS.
3. IN THE EVENT OF DISCREPANCIES BETWEEN LOCAL SPECIFICA TlONS ANO SITE
SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL GOVE:RN.
4. SITE CONTRACTOR SHALL REF£R TO ARCHIT£CTURAL DETAILS AND SPECIFICA TIONS FOR
REQUIREMENTS OF CONSTRUCTION AND JOINT SPACING OF SIDEWALKS, RAMPS, AND
CURBING ADJACENT TO BUILDING.
5. SITE CONTRACTOR SHALL PROTECT ALL 8ENCHMARKS AND PROPERTY MONUMENTATION
AND SHALL REPLACE OR REPAIR, AT HIS OWN EXPENSE, BENCHMARKS AND
MONUMENTATION DISTURBED DURING CONSTRUCTION.
6. SIT£ CONTRACTOR SHALL PAINT ALL LIGHT POLE BASES, CURBS, FIRE HYDRANTS, RIPE
BOLLARDs SIGN 8ASEs, AND OTHER SITE AND UTILITY APPURTENANCES. CONTRACTOR
SHALL PAINT OR REPAINT FIRE LANES WHERE REQUIRED BY LOCAL CODE.
7. ALL STRIPING, PAVE:MENT MARKINGS, AND TRAFFIC SIGNAGE SHALL 8E IN ACCORDANCE
WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, UNLESS
OTHERWISE NOTED ON THE PLANS.
8. ALL WORK SHALL COMPLY WITH FEDERAL, STATE AND LOCAL CODES AND ORDINANCES
INCLUOING 8UT NOT LIMITED TO: MSHTO, OSHA EPA, D£P, MASS HIGHWAY, AND mE
TOWN OF AGAWAM. THE GENERAL CONTRACTOR SHALL APPLY FOR ALL PERMITS AND
SHALL PAY ALL PERMIT RELATED F£ES. ALL NECESSARY PERMITS SHALL BE OBTAINED
PRIOR TO THE START OF WORK,
9. ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS ARE TO BE VERIFIED BY
THE CONTRACTOR. IF FIELD CONDITIONS VAI?Y SIGNIFICANTLY ENOUGH TO REQUIRE A
CHANGE TO THE CONTRACT DOCUMENTS, THE PROJECT PROPONENT AND LANDSCAPE
ARCHITECT/ENGINEER SHALL BE NOTIFIED IMMEDIA TEL Y.
70. THE SITE/GENERAL CONTRACTOR AND SUBCONTRACTORS SHAlt CONTACT THE OWNER AND
LANDSCAPE Al?CHITECT/ENGINEER SHOULD H£ FIND ANY CONFLICT OR INCONSISTENCY
BETWEEN THE WORK SHOWN ON THE DRAWINGS AND NORMAL. ACCEPTED CONSTRUCTION
PRACTICES, OR HE SHALL ASSUME RESPONSIBILITY FOR ALL CORRECTIONS.
11. ANY CORRECTIONS REQUIRED FOR REVISIONS TO THE CONTRACT DRAWINGS INITIATEb BY
THE GENERAL CONTRACTOR OR SUBCONTRACTORS WITHOUT PRIOR APPROVAL OF THE
OWNER AND OR THE LANDSCAPE ARCHITECT/ENGINEER SHALL BE ACCOMPLISHED AT THE
CONTRACTORS RISK.
72. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TH£ REMOVAL & LEGAL DISPOSAL OF ALL
MATERIAL NECESSARY TO PREPARE THE SITE FOR THE NEW CONSTRUCTION AS SHOWN ON
THE SITE DRAWINGS.
13. REPAIR DAMAG£D CITY/TOWN ROADS AND CURBS IN ACCORDANCE WITH MASS HIGHWAY
AND/OR THE CITY/TOWN REGULATIONS. .
14. CONTRACTOR SHALL SAWCUT PAVEMENT EDGE WHERE PAVE:MENT TO REMAIN IS ADJACENT
TO PAVEMENT TO 8E REMOVE:D.
15. CONTRACTOR SHALL PREPARE SITE AS NECESSARY FOR CONSTRUCTION SHOWN ON THE
PLANS.
SITE um rrr NOTfS
GENERAL:
1. ALL FILL MATERIAL IS TO 8E IN PLACE, AND COMPACTED 8EFORE INS1~TlON OF
PROPOSED UTILITIES. '
2. TOPS OF EXISTING MANHOLES SHALL BE SET EOUAL TO FINISH GRADE:.! IN GRASSED
LANDSCAPED AREAS WITH WATER TIGHT LIDS.
J. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE: A MINIMUM 28 DAY COMPRESSION
STRENGTH AT JooO P. S.I.
4. DRAWINGS 00 NOT PURPORT TO SHOW ALL EXISTING UTILITIES.
5. EXISTING UTILITIES SHALL 8E VE:RIFIEO IN FIELD PRIOR TO INSTALLATION OF ANY NEW
LINES,
6. PRIOR TO CONSTRUCTION OF UTILITIES REFER TO ARCHITECTURAL INTERIOR PLUMBING
DRAWINGS FOR ALL TIE-INS.
7. SITE/GENERAL. CONTRACTOR 15 RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF
THE LOCAL AUTHORITIES AT THE CITY WITH REGARD TO MATERIALS AND ' INSTALLATION OF
THE WATER AND SEWER LINES. i . .
8. THE CONTRACTOR 15 SPECIFICALLY CAUTIONED THAT THE LOCATION ANDYaR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS
UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUR£MENTS TAKEN IN tHE FIELD. THE
INFORMATION is NOT TO BE RELIED ON AS BEING EXACT OR COMPLtrt. THE
CONTRACTOR MUST CALL THE APPROPRIAT£ UTILITY COMPANIES AT LEAST 72 HOURS
BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTiLiTIES. IT SHALL 8E
THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCA TE ALL EXISTING t,JTlLlTIES WHICH
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.!
i
9. ALL NEC£SSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CqDES AND/OR
UTiLITY SERVICE COMPANIES SHALL 8E PERFORMED PRIOR TO ANNOUNCED 8UILDING
POSSESSION AND THE FINAL CONNECTION OF SERVICE. . !
10. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INS~ALLATION
R£QUlREMENTS AND SPECIFIC A TlONS. ,
1 7. CONTRACTOR SHALL COORDlNA TE INSPECTION OF t,JTlLlTY LINES WITH APPROPRIATE
AUTHORITIES PRIOR TO BACKFILLING TRENCHES,
12. CONTRACTOR SHALL COMPLY WITH THE LATEST OSHA STANDARDS OR DIRECTlVE:S OR ANY
OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND MAINTENANCE OF ALL
SUPPORT SYSTEMS, SLOPING, BENCHING, AND OTHER MEANS OF PROT£CTlON.
IJ. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTlLlTI£S WITH LOCAL COMPANIES TO
AVOW CONFLICTS AND TO ASSURE THAT PROPER DEPTHS ARE ACHIEVE:D. CONTRACTOR
SHALL COORDINATE WITH LOCAL UTILITY COMPANIES FOR EXACT LOCATION AND
SCHEDULING OF CONNECTIONS TO THEIR FACILITIES. . i
14. THE LOCATION OF EXISTING UNDERGROUND UTILITIES Al?E SHOWN IN AN APPROXIMATE
WAY ONLY, DUE TO THE LACK OF AVAILABLE DOCUMENTATION. ALL UTILITIES, INCLUDING
CURB BOXES" MAY NOT 8E SHOWN ON TH£SE DRAWINGS. THE CONTRMTOR SHALL CALL
TH£ "DIG SAFE CENTER" TO HAVE ALL UTILITIES MARKED ON THE GROUND PRIOR TO THE
START OF CONSTRUCTION
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXAqr LOCATION OF
ALL EXISTING UTILITIES. THE CONTRACTOR SHALL BE FULLY RESPONSI8LE FOR ANY AND
ALL DAMAGES WHICH OCCUR DUE TO HIS FAILURE TO LOCATE AND PRESERVE: ANY AND
ALL UNDERGROUND UTILITIES.
, B. DO NOT INTERRUPT EXISTING UTILITIES WITHOUT AUTHORIZATION FROM THE OWNER,
OWNERS OF A()JACENT PROPERTIES, AND TH£ CORRESPONDING UTILITY 'pWNER.
CONTRACTOR SHALL ARRANGE TO SHUT OFF UTiLlTI£S, AS REQUlR£D, ,!\,ITH THE UTILITY
OWNERS.
17. COORDINATE UTILITY TERMINATION WITH UTILITY OWNERS.
SEWER:
1. SANITARY SEWER MAINS AND LATERALS SHALL BE PVC PIPE CONFORMINO TO ASTM D
3034-SDRJ5. THE MINIMUM SIZE FOR SEWER MAINS SHAL BE 8~' SEWER LAT£RALS
SHALL 8E 4" MIN.
2. ALL SANITARY SEWERS, SEWER FORCE MAINS, AND SEWER LATERALS SHALL 8E INSTALL£D
IN FIRST-CLASS BEDDING AND IN ACCORDANCE WITH THE DEPARTMENT.oF PU8L1C WORKS
SPECIFICATIONS. SEWERS SHALL 8E INSTALLED TO THE LINE AND GRA!!E INDICAT£[) ON
THE PlANS. .
,
3. ONL Y PRECAST CONCRETE MANHOLES OF A DESIGN APPROVE:D BY THE TOWN ENGINEER
SHALL 8E INSTALLED ON A SANITARY SEWER MAIN. '
4. NO GROt,JNDWATER OR SURFACE WATER SHALL BE DISCHARGED INTO THE SANITARY
SEWER. . i
.
5. WHERE ROCK IS ENCOUNTERED, IT SHALL BE REMOVED TO A DEPTH 0'1 ONE FOOT
B£LOW THE FLOWLINE OF THE SEWER AND THE PIPE LAID IN A PROPERLY COMPACTED
GRANULAR MATERIAL APPROVED BY THE TOWN ENGINEER. .
6. ONLY GRANULAR MATERIAL APPROV£D BY THE TOWN ENGINEER SHALL BE!; USED AS
BACKFILL IN ANY TRENCH EXCAVATION.
7. ALL SANITARY SEWER MANHOLE INVERTS AR£ TO BE BRICK AS SHOWN IN THE TOWN OF
AGAWAM SEWER MANHOLE DETAIL. .
WATER:
1. CONTRACTOR SHALL CONTACT THE CITY WATER RESOURCE DEPARTMENT FOR
SPECIFICATIONS AND MAKE OF VALVES, VALVE 80XES, FIRE HYDRANTS AND ALL OTH£R
WATER LINE APPURTENANCES. .
2. WATER LINE TESTING AND STERILIZATION SHALL 8E P£RFORM£D IN ACCORDANCE WITH
LOCAL DPW SPECIFICATIONS AND WATER DISTRIBUTION SYST£M. CONTR~CTOR SHALL
COORDINATE TESTING WITH THE TOWN WATER DEPARTMENT.
3. ALL WATER MAIN SHALL BE DUCTILE IRON (0.1'), CLASS 52, AWWA C-157 (ANSI A21.40).
D.I. PIPE SHALL BE DOU8LE CEMENT LINED WITH A SEAL COAT CONFORMING TO AWWA
C-l04 (ANSI A-21.4). ' ,
4. JOINTS FOR 0.1, PIPE SHALL 8E PUSH-ON OR OTHERWISE APPROVED, AWWA CI51(ANSI
I',-l1:91) YflTIf raA[iKID GOflf()f(MING TO AWWA C=1I1 (ANsi 04=11. II) MAXIMUM
LENGTH OF PIPE TO BE 20 L. F. . i
5. ALL FITTINGS SHALL BE DUCTILE IRON CLASS 53 WITH PRESSURe RATING OF 350 PSI
AND MECHANICAL JOINTS CONFORMING TO AWWA C-151 (ANSI A21.57).: ,
6. RETAINER GLANDS: RETAINER GLANDS SHALL 8E DESIGNED TO IMPART i.lULTIPLE WEDGING
ACTION AGAINST THE PIPE, INCREASE ITS RESISTANCE AS THE PRESSURE INCREASES.
GLANDS SHALL BE MANUFACTURED OF DUCTILE IRON CONFORMING TO ASTM A536-84.
RESTRAINING DEVICES SHALL BE DUCTILE IRON HEAT-TREATED TO A MINIMUM HARNESS
OF 370 8HN. TWIST-OFF NUTS SHALL 8£ US£D TO INSURE PROPER ACTUATING OF THE
RETAINER GLAND. DIMENSIONS OF THE GLANO SHALL 8E SUCH THAT IT ,CAN 8E USED
WITH THE STANDARD MECHANICAL JOINT BELL AND TEE-HEADED BOLTS 'CONFORMING TO
ANS!/AWWA A21.1 AND ANSI/WWA 153/A21.5. THE RETAINER GLAND S~LL HAVE: A
WORKING PRESSURE OF 250 PSI WITH A MINIMUM SAFITY FACTOR OF 2: , AND SHALL BE
CERTIFIED 8Y THE MANUFACTURER TO BE COMPATIBLE WITH THE PIPE CLASS AND PIPE
MANUFACTURER FOR ALL SIZES PROVlD£D ON THE JOB. THE RETAINER GLAND SHALL BE
MEGA-LUG AS MANUFACTURED EBAA IRON, INC., OR APPROVE:D EQUAL.
7. ALL WATER MAINS, UNLESS OTHERWIS£ NOTED, SHALL BE INSTALLED WITH A MINIMUM
FIVE FEET OF COVER. WHEN CROSSING ABOVE OR 8ELOW WATER PIPELINES, A MINIMUM
VERTICAL SEPARATION OF SIX INCHES SHALL BE PROVIDED. WHEN CROSSING SANITARY
SEWERS, A MINIMUM OF 18" SHALL BE PROVIDED.
SITE UTILITY NOTES (CONTiNUm)
8. THE INSTALLED WATER MAIN SHALL BE PRESSURE TESTED, FLUSHED , AND DIS:,,.jPH;'ta'b
CONTRACTOR IN ACCORDANCE WITH AWWA C-600 AND AWWAI C-651 OR '
AGAWAM WATER DEPARTMENT STANDARDS.' .,
9. DUCTILE IRON PIPES SHALL BE INSTALLED IN ACCORDANCEr'TH AWWA
10. ALL MECHANICAL JOINTS ARE TO 8E RESTRAINED. FITTINGS fHAL1-fiE REJ;t;<l-Vi»'ED!
MECHANICAL JOINT RESTRAINTS. THE PIPE CONNECTED TO mE FITTING
RESTRAINED PER THE REST.'1AINT SCHEDULE. (SEE DETAIL SHEET$)
11. THE CONTRACTOR SHALL MARK THE LOCATION OF THE P~~;1' ;;!.f",~"'~,J;~1f 48 HOURS PRIOR TO EXCAVATING. EXCAVATION SHALL' Non
AUTHORIZATION 8Y THE ENGINEER. '
12. ALL WATER MAINS, HYDRANT BRANCHES, AND SERVICES ::>n.~t.L -7i~;SliiD W~:~~I~ TAPE. THE TAPE SHALL BE BURIED APPROXIMATELY 2 FEET ':t' ~LUrv , .;;<
13. BACKFILL SHALL BE COMPACTED TO 95 PERCENT OF THE STAN[);IRD P~~{~;i'E~~~r AS DETERMINED BY ASTM 0698. COMPACTION EQUIPMENT . iT
DESIGNED FOR COMPACTION. TAMPING WITH THE BACK OF
UNACCEPTABLE COMPACTION.
14. ALL WATER SERVICES SHALL 8E I" DIA. COPPER TUBING
CONFOl?MING TO ASTM B88 UNLESS OTHERWISE NOTED.
K, SOFT T£MI"£R
75. DEPRESS WATER MAIN UNDER £XISTING SERVICES AND HYD~NT BR)INCI'IES
5 '-0' OF COVER. i
16. ALL WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET HOj'?IZ(JN7'A/.L.~
OR PROPOSED SANlTAI?Y SEWER. DISTAN(;F SHAll RF l.tFA.<:nRm· mr.F
'I . ~ i i '
17. IDENTIFY EACH PIP£ LENGTH & FITTING CLEARLY WITH MANUFACTURES NAME ,
TRAOEMAI?K. NOMINAL PIPE SIZE & MA TERIAL DESIGNA TION. 'i' ,. , . l
78. ALL WATER MAINS & SERVICE PIPES SHALL 8£ LAID IN A TRENCH $EPARA'TE ::F 7?O~W,
OTHER UTILITY (GAS, ELECTRIC, TELEPHONE. ETC.) SHALL 8tl A MINIMUM ~O .
FIVE: (5) F£ET FROM ANOTHER UTILITY '. , , . ,
19. ALL MATERIAL SHALL 8E IN ACCOROANCE WITH CITY/TOWN WATER DE/~AR'TMicNT, 11'~;;t~
REGULATiONS~ ALL WORK TO BE PERFORM£D IN ACCORDAN¢E WITH W
DEPARTMENT 'SPECIFICATlONS~ CITY/TOWN WATER DEPARTMfNT ST.'WO,4R£is ~."',,+
PRECEDENCE OVER ANY REQUIREMENTS LISTED ABOVE:. ,
PE
.
; j
i ·
, !
: :
! :
I
I i
; ;
I
i I
!
i ,.
, . ,
i ,
, I
! !
! :
: ! .
i i
t i
· ! :
i !
• i
· .
LEVE!jQUE ASSOCIATES, INC
I41ndscape Arcbiteds
Civil EJiglneers ' Land Surveyors
Environmental CODsultants
,pb: 413,$68.0985 (aI: 413,568,0986
40 School Street' P,O. Box 640 '
Westfield, MA 01086
rlaland.com
'PREPARED rnR:
~---...:NWST, LLC
267 Hillside Road
Sollthwick, MA 01077
DATE:
UNAU'l1l0RlZED ALTERATION OF
THIS DOcUMENT IS A VIOLATION
OF MASSACHUSETIS STATE LAW
AS NOTED
RELOCATE SPf£O
LIMIT SIGN
PROPOSED
EXIT ONL Y SIGN
PROPOSED PYLON
SIGN TBD ~-~-h'+---k.-y:J ==tJ.i4="",
; I
BITUMIN~O~U)S~-'---H!---~J~~I .
PAVEMENT
DRAINAGE
APRON
U:"jLP;
ENTRANCE ONLY SIGN----"-9'->----+-I ....... c..1
c-o 0. ..
~.;
til; :>':1 t, u .
(.~
Q
[~
, !
!
j ,
)
!
-------
:.AND c./F
CAHMEN A BOTTA
ANO
[MiDDle 8iJTTA
I
-----
I
i
I I
I
t I
I
!
LAND N/f
8RAGARAUS, LLC
I
--'-~~-. ..i.-_~
STOP CTl
SIGN AND BAR IH
--
PROPOSED
MEDICAL BUILDING
6,020 S.F.
6" HrCH
WOOD F[t'-,;CE
VAN-llil
~ACCESSIBLE SPACE IH
AND SIGNAGE ---';-'--I--,""",_A
,[j. It /' .. (' 4)-.'t::l:~--=-PROPOSED "7 U -----i--'--,'I WHEEL -_-+--.~
STOP (TYP.) }L
ti~~t-24' __ j~_...:.1::.8~' :;~IB,--'=r-24'
VAN-[];I]
ACCESSIBLE SPACE ~
• • AND SIGN AGE
eXISTING CONCReTE RETAlel'NG
WALL WITH 4' -HIGH WROUGHT
IRON fENCE ON TOP TO REMAIN
LAND NiF
PR1DE CGNVENtNCE !NC,
.. T.O.W. 217.0'
B.O.W. 211.7'
I
/
--~--L. __
FUTURE CONNECTOR
\
\
I
I
\
LAND N/F
SPROCKFr f'CALlY. LtC
I
I
I
I
I
I
I
I
I
I
I
LAND N/F
COYOTE REALTY. LtC
Review -Business A
Category
Minimum Lot Frontage
Minimum Lot Area
Minimum Building Setbacks
-Front
-Side
-Rear
Minimum Landscaped Buffer
Maximum BuikJing Coverage
Maximum Bui/ding Height
Required Parking
Credit Unian' (10 res. + 8 emp.)
Medical Building" (30 + 5 + 5)
Drive-thru Restaurant .. ,
Tolal
Required
35 ft.
25 ft.
50%
3 stories/45'
8 spaces
40 spaces
50 spaces
98 spaces
• 5 reservoir spaces/drive-thru teller + 1 parking
lOa spo'fe~
(2 drlve-thru tellers + 8 employees)
•• 1 space/200 5.F. gross floor area + 1 space/doctor 0 1 space/2 ertll"o~"e~
(6.020 5.1'. builrli"g + 5 doctorc +-10 employoeo)
••• 50 spaces minimum for restaurant with drlve-thru
NOTES
1. THE PREMISES SHOWN HEREON ARE THE SAME AS THOSE CONVEYED
LLC BY THE DEEDS RECORDED AT THE HAMPDEN COUNTY REGISTRY
IN BOOK 18622 PAGE 69, BOOK 18622 PAGE 72, AND BOOK 20352
2. THE PROPERTY BOUNDARIES SHOWN HEREON ARE BASED ON A FlEW ;,ww"
PERFORMED BY R LEVESQUE ASSOCIATES, INC. SEE PLAN BOOK 136
PLAN BOOK 197 PAGE 89, PLAN BOOK 319 PAGE 40.
3. THE SUBJECT PROPERTIES SHOWN HEREON MAY BE sUBJtcr TO
EASEMENTS AS CONTAINED IN THE VARIOUS DEEDS OF RECORD D~~g~I~~1~/~~ PROPERnES. THE LOCAnON AND EXTENT OF ANY SUCH RIGHTS AND
ARE NOT THE SUBJECTS OF THIS PLAN.
4. THE EJ<ISnNG CONDmONS INFORMAnON SHOWN HEREON 1$ !!iASFD ON
INSTRUMENT SURVEY PERFORMED BY R LEVESQUE ASSOCIAIFS. INC.
FEBRUARY 2013 AND UPDAIFD DECEMBER 2014. ELEVATIONS BASED
OF AGAWAM DATUM (NAVD 1988).
5. THE WETLANDS SHOWN HEREON WERE DELlNEAIFD BY D.L~ BEAN, INC.
SEPIFMBER OF 2012.
6. UNDERGROUND UnLinES SHOWN HEREON ARE BASED UPCIN SURf'i'A;4C~E~Ri;~~~~:i AS LOCATro BY SURVEY AND AVAILABLE RECORD DATA AND ARE A
ACTUAL LOCAT'lONS SHOULD BE VERIFIED WITH THE APPROPRIAIF
COMPANY AND/OR MUNICIPAL DEPARTMENT PRIOR TO CONSTRUCT'lON.
LAYOUT NOTES;
1. SfT£ CONTRACTOR SHALL REFER TO SHEET C-I, C -2, DETAIL SHEETS
REMAINING PLAN SET FOR INFORMAnON REGARDING S/IF tAYOUT.
2. IT SHALL BE THE SfT£ CONTRACTORS RESPONSIBILITY TO CROSS R£F£R~cE.
INFORMAnON CONTAINED IN OTHER SHEETS WITH SIIF INFORMATION SHOWN HEREON. 0
3. PRIOR TO SUBMITTING THEIR BID FOR CONSTRUCnON, THE SfT£ CONTRACTOR
SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND
THE SAID SPECIFlCAnDNS WITH THE PROJECT PROPONENT AND LANDSCAPE
ARCHITECT/ENGINEER. SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICAIF
ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS :
RESULTING FROM SAID DISCREPANCY. 0
S/GNAGE AND PAVEMENT MARKING NOTES:
I. STRIPE ALL PARKING AREAS AS SHOWN, INCLUDING PARKING SPACES, sTop
BARS, CROSSWALKS, AND ACCESSIBLE ROUIF MARKINGS AND SYMBOLS USING
WHITE TRAmC PAINT. PAlNIFD ISLANOS, FIRE LANES, AND TRAVEL WAY'
CENnrRLlNES SHALL BE PAiNTeD USING YELLOW TRAFFIC PAINT. ALL TRAFFIC
PAINT SHALL CONFORM TO MSHTO 1.1248 TYPE "N~
2. STOP BARS SHALL BE 12" WIDE (WHIIF). ,
3. PAINTED ISLANDS SHALL BE 4" WIDE DIAGONAL LINES 0 3'-0" O.C. BORDE:REd
BY 4" WIDE LINES (YELLOW).
4. ALL PARKING STALL LINES SHALL BE 4" WIDE (WHtnr).
5. ALL PAVEMENT MARKINGS AND SIGNS SHALL CONFORM TO "MANUAL ON: UNIFORM
TRAmc CONTROL DEVlCES~ "STANDARD ALPHABETS FOR HIGHWAY SIGN$. AND i
PAVEMENT MARKINGS~ MASSD07; STATE BUILDING CODE: AND ADA REQUI8ElltNts,
AND AS SHOWN ON THE PLANS de DETAILS.
ACCESSIBILITY NOTES:
1. ALL_ ACCfS?If!ff 1?9UTf$, Tf?AN~!!f]!'!~ liNg IIGGf§518/'f Mflff{N(J/U}A{J/N{i i
AREAS, INCLUDING ALL ENTRANCES TO BUILDING, SHALL ADHERE TO 521 OMR. i
i 2. SHOULD THE ARCHITECT PROVIDE ADDITIONAL ENTRANCES OR MEANS OF E~RES$.
Af)DmONAL ACCESSIBLE ROUIFS MAY BE REQUII?£D.
, 'i
.J. IT IS THE RESPONSIBILITY OF THE ARCHITECT AND CONTRACTOr? TO N07TFY TH£; !
ENGINEER AND LANDSCAPE ARCHITECT OF ANY CHANGES TO THE PROPOSEQ .
BUILDING THAT WOULD AFFECT THE ACCESSIBILITY REQUIREMENTS OF THE
PROPOSED SIT£.
4. THE CONTRACTOR SHAlL REVIEW IN DETAIL THE REQUIREMENTS OF 521 CMR
AND SHALL BE RESPONSIBLE FOR CONFORMANCE WfTH SAID REGULA nONS.
: ,
PERMITTNG·
,*1YlIESQW,EiJi\SSlOflATE:S,INC
I
I , !,;,
I I , ,
I
I
I i ,
0'
I ! , ,
I
I
:1
:1
I I
!
I"
.~
h 7 I CONSTRUCno~ 0-5 ENTRANCE
PROP. YARD D~.~/~---"'---iHlf--~.JI4hl.J~ RIM=216.5
SUB-SURFACE
INFILTRATION BASIN #3
PROP. AR£A
RIM=2IB.4
RII.I=217.9
UP /~.P #4/3 ___ .
, .
;'
. ,
\
PROP. YARD DRAIN ---~-f-ilL~~-+'h'-LLIl
RIM=216.9
CB-I---'-~-#''----rtt~
RIM-216.9
EXISTING CB
RIM~215.
. .!P!LP
il2j;~
EXISTiNG C8
R;M=215.86
UP/t..P
__ ,,_-'-1:'
C)(ISTl~JG Cfl
RIM=21
TOW=218.0
- -
LAND NIF
CARMEN A. 80TTA
AND
EMiDO!C BOTTA
VORTSENTRY -1
RIM-217.0
I I
-----11
I
I I
I
3/4" GB UP l'
\
5' HIGH
WOOD FENCE.
'-"
/
/
!
21,g.Q,
"' ..... ]3Cr 2'8.0 --
218. ,
18.1
7.8
EXISTING CONCRE TE HETAiN!NG
WALL WiTH 4-' -HiGH WROUGHT
IRON FENCE ON TOP TG REMAIN
LAND N!F
\
\
I I
!
LAND N/F
BRAG;\R AUS. LLC
'---._._.1. __ . __
SUB-SURFACE-L--~1-f-~-
INFILTRATION BASIN 12 {
i
/ , ..... -/'
/
/'].'1,'); 1, '1 4'1 I
I
(
.7 '
I
/
/
/
(
;
(
\
\ ,
\
/ y
// . I . J
./ /
/
SUB-SURFACE
INFILTRATION BASIN II
/\
/
/
FES
INV=211.5
T.O.W. 2170'
g.O.W. 21 1.7'
\
I
\
PR~DE CO~P.lEN!ENCE ~NC.
i I if
I
!
I
,
I
I
I
I
I
/ i
1
I
!
I
I
I
i
I
i
-----.L __ ~-
OFWORK/ ~ SE'DIMENT BARRIER 0:'5 \
I
I
(TYPICAL) • . \
\
'b '\
~ '~I'
OF IKJRK/ I [IJ
SEDIMENT BARRIER ~
(TYPICAL) I
FES
INV=211.5
VORTSENTRY-3
RIM=215.0
I !
CONSRUCTED/DISTURBED
SLOPES >3:1
LAND N/F
COYOTE REALTY. LLC
LA.~D N/F
SPROCKET REALTY. LLC I
\
\
I
I
I
,j i i
i
I
,
"G"'RAD"""taW .... """un=U"-n:......,A"'N"'V/..,/;.ERa.O""S.,IO""Ncr./:",S"Ei",Q""IM",OO="",UO...,NL..IoC",O"'NTROCLLlId.I ....... N .. Q ... 7FS ..... j
I I . SITE CQNTRACTOR SHALl. REFER TO SHEETS C-I. C-2. AND REj~~IING
INFORMATION REGl!RDING GRADING &-DRAINAGE. !
2. rr SHALL BE THE SITE CQNTRACTORS RESPONSIBILITY TQ ~J~.:J;r:'~z;;~,w\~I~ II.," INFQRMATlQN CONTAINED IN OTHER SHEETS WITH GRADING '" •
SHOWN HEREON. i!
I I
J. PRIOR TO SUBMITtING A BID FOR CONSTRUCTION, THE SITf: I I
COMMUNICATE ANY DISCREPANCIES BETWEEN THE PRQPQSED
SPECIACATIONS WITH THE PROJECT PRQPONENT, LANDSCAPE i
SHOULD THE THE SrrE CONTRACTOR FAIL TO CQMMUNICATE
SHALL BE RESPONSIBLE FOR ANY CQSTS RESULTING FROM
4. CONTRACTOR TO Vf:RIFY ALL IJTILITY CONNECTIONS AND IfN'£R.lS]
,
i:
EXISTING/PROPOSED BUILDING TO SEI?VICES IN STRffT. 'F ~~!/~r::.~~;f~~f)(I$I~, . BETWEEN PLAN AND INFQRMATION FQUND IN THE FIELD, C I'
LANQSCAPE ARCHitECT IMMEDIATEL Y. i;
i. 5. SEE ARCHfTECTURAL PLANS FOR BUILDING CONNECTIONS OF • , ' , i 6. THE NATURAL G<\S, ELECTRICAL. AND TELECQMMUNICATIONS SE!!f\11~ES SHC>lYN H~~5~~JfT
ARE SCHEMATIC IN NATURE TO DfPICT CONNECTION QF SAID '~~~6;~~,riL~ E BUiLDING(S). THE RESPECTlVf: UTILITY PROVIDER SHALL BE R,
DESIGN OF THE RCLEVANT unLln:
7. CONrRACroR SHALl. NOTIFY DESIGNER/ENGINEER OF ANY UNI"¥PI,,cmro CION£lfrIC)NS
ARE ENCOUNTERED DURING CQNSTRUCTION.
a ONCE DRAINAGE SYSTnI IS INSTALLE'D AND FUNCllONlN(;, !
SHALL COORDINATTi MTH R LE'Vf:SOUE' ASSOCIATTiS.~~~~~~~~~1tiS;~~ POST-CONSTRucT1ON ANAL YSlS OF THE'DRAINAGE "' i, C"~N~ 70 ~TC'Ii-YtIINc" rue 17./fIICTlOIVALfTr Qr Tffe ne.S»V$1 i ... DURING SAID E"tENTS. SHOULD THE DRAINAGE SYSTEM '(
UNDER R£AL WORLD CONDlTlONS. RLA MLL RE'COMMEND ~~~~~;~I:. i' ORAINAGE SYSTTiM TO BE' IMPLEMENTED BY THE' 0W.r.tE~1.I<S:S; i: ,
CONTROl MEASURES. IT S'fALL BE THE' CONTRACTOR'S 9. THIS PLAN is PROVlDE'D AS A BASIS FOR THE' INmAl ~~~~~~r1;~~
EXPAND THIS PLAN AS SlTTi CONDmONS DICTATE'. IT IS
R£SPONSlBILITY TO PREVf:NT THE OCCURRENCE OF Sil TA "E.~Ol.'R'(:.Eii'
AREAS AND THE' MOIIEAIENT OF SEDIMENT BEYONO THE SITE E/(),r;IVL)AI1~ES. I'
:: ! ' ACCESSIBilITY NOTFS,' : ,
I
1. ALL ACCESSIBLE' ROUTES, TRANSmON5. AND ACCESSIBLE' PARiflNfl/LtWJiNG ",' H&'.I.>; ! i
INCWDlNG ALL EN'TRANCES TO BUilDING, SHALL AOHE'RE TO 521 CMR. ii i
2. SHOI.IW THE ARCHIrECT PROIl1D£ AODIUONAL ENTRANCES OR MEANS OF EGI~ESS.' i
ADDmONAL ACCESSIBLE ROUTTiS MAr BE' R£QVlRED. I'
J. IT IS THE' RESPONSIBILITY OF THE ARCHITTiCT AND COI"fl7ii4c,rd(? I :
ENGINEER AND LANDSCAPE ARCHITTiCT OF ANY CHANGES r ~~;~~Oj:te~WlrGII : THAT WOUt.D AFFECT THE ACCESSIBILITY RE'QUIREMENTS OF ,P .
4. THE CONTRACTOR SHALL REVIEW IN DETAil THE REOUlR£ME'~ OF 52:1
BE R£SPONSIBlE FOR CONFORMANCE WfTH SAID REGULAnONS,i
BENCHMARK
SPIKE SET IN UnUTY PQLE 125T/3/2 LOGA TED ON EASTERLY SlOE OF NORTH
WESmELD STREET NEAR SOUTHWEST CORNER OF PRQJECT SlTTi.
ELEVAnQN -22O,QI (TOWN OF AGAWAM DATUM)
NOTES
.. : :
i i
I. fi.iE PREMiSES SHQWN HEREON ARE THE SAME AS THQSE C~ TO NWsT,. ,
LLC BY THE DEEDS RECORDED AT THE HAMPDEN COUNTY REqlSTR,Y OF DEEDS ' :
IN BOOK 18622 PAGE 69, BOOK 18622 PAGE 72. AND BOOK ; 20J52 , PAGE i46~
: :
2. THE PROPERTY BOUNDARIES SHOWN HEREON ARE BASED ON A AEW SURVEY i
PERFORlrlED BY R LEVESQUE ASSOCIATES. INC. SEE PLAN Bc/()f( 'J6 PAGE ,5'"
PLAN BOOK 197 PAGE 89. PLAN BOOK ,J'9 PAGE 40. i .
3. THE SUBJECT PROPERnES SHOWN HEREON MAY BE SUBJECT TO. R,IGHrsANG '
£ASEMENTS AS CONTAINED IN THE VARIOUS DEEDS QF RECORQ DESCRIBING 'SAip
PROPERTIES. THE LOCATION AND EXTENT OF ANY SUCH RIGHTS AND£AS£Mf:NfS
ARE NOT THE SUBJECTS OF THIS PLAN. , ' .
4. THE EXISTING CONDITIQNS INFORMATION SHOWN HEREON IS B4$ED QN' AN
INSTRUMENT SURVI!Y PERFORMED BY R LEVESQUE' ASSOCIATES) INC. IN
FEBRUARY 201,J AND UPDATED DECEMBER 20'4. ELEVATIONS , BASED 'ON TOWN
OF AGAWAM DATUM (NAVO '988).
5. THE WETLANDS SHOWN HEREON WERE QELlN£ATTiO BY D.L. BEAN, INC.' IN
SEPTEMBER OF 2012. .
6. UNDERGROUND UnUTIES SHOWN HEREQN ARE BASED UPON SIJRFACEfC.ATlJRES
AS LOCATED BY SIJRVf:Y AND AVAILABLE' RECORD DATA AND A/fE' APPROXIMATE .•
ACTUAL LOCAnONS SHOULD BE VERIAED WrrH THE APPROPRIA,{£ tlnLfTY "
COMPANY AND/QR MUNICIPAL DEPARTMENT PRIQR TO CONSTRupnON. .
PER
I ,
I , '
! i
I
i ,
i,l :.
j"
.1 j:
I !. ! !' .! i.
I'
I' i: ": !' ,
I' I
I i
I I . .t j'
I ' I !:
I i: ! ! ~
t.
i i
1 !
I • ,
I , '.
I
I: I, ,
i I i ,
i
i !
: i , ,
: ! i i j i
· ,
, ,
i i
i : · ,
; .
i i · ,
· . · ,
, I
· i
I'
I' , ,
DATE:
,.
if.
-------
LAND N!F
GARf,1EN A. '80TTA
AND
EM!DDW; 80TT A
RIM=217.0 4
-----l
I
I
I
/
I I LAND N/~ I BRAGfl-RAUS, LL.C
--",,-~---.L......:..~.~._.
I
I
I
i
I
I
I
I
I
I
I
I i
.1 ! ! I I I
·----L __ ~
j
OUTLET CONTROL SffiUCTUR£ #2
RIM=215 . .3
4' SHARP CRESTED mR ELEV=213.70
6" ORIFICE ELEV",,211 ;5D
I D~51
HS36~
12" INV=214 . .3.3 0-2 INSPECTION POI'?TS'--.
{TYP OF 4}
OF WORK/ o::J -~~~~~ BARRIER ~ INV OUT=2".00 (12· HDPE)
DETAIL SHEET [).',2
INSPECTION POI~ro----.
(TYP OF
IT] PROVIDE ~ PRci'iiciioN
eXiSTING dB RIM~L"16.i),1
'tn'(.12"Rt"'D' r.., ;'1" _ ", .. A-)=LI .
NEW INV IN(4")=213.
PROPOSED YARD DRAI~N~=l~!;r---l1ft==i~~~~~~ I D~21INV=214.20 (6"PVC "TO BASIN) !
INV=274.60 (4"PVC TO CB) f
SUBSURFACE INFILTRATION BASIN #3-----:--I=#:==-;;-=:ttnHtttt;tj~
4 ROWS X .3 EACH (12 IU"IL.
~ CULTEC R-150XLHD
D-2 BOTTOM STONE FV,~;>:U."(,
BOTTOM CHAMBER N~.?t~
Ci9J ~
INVs IN~214.DO
PROPOSED AREA
RIM=2
6" INV=[I~
RIM=217.9
INV 12"HDPE=213.5
RlM=217.9
INVs IN=212.90
INV OUT 12"HDPE=212.80
,i 1! ,
-ii,
i
.; ',' l'
, 1
\
T~1 ikJ
\.. ~~ .....
PROPOSED
MEDICAL BUILDING
6,020 S.F.
FFE"'218.7 ,
\ /
) i
I
/
/
[]lJ PROPOSED YARD DRAIN BASIN--~--_fj~_.:.~*+qtti ~ RIM=216.B
INV=214.40(6"PVC) ~t~~~~~=:~~§~~~t~~~~~~&~ I D~31 RIM=216.9~--~---;-f--ti~1J-l1J~
INV 12"HDPE=214 • .30
~ RIM=~77.!--=~r--1~iii~&~~-~)L'-~so-~--~~-~.so~4.
1 0 :'~N~V,~~. !~. ~:~!RB ~,.~" '·",;031-.~ ... ~'--~lr J /' I so -__ 0-3 INV OUT l.l / .
]
\
\
O!-!w·-·,·,·~ .. ,.
MH-4
RIM=21 7. 75
INVs ''''=213.80
12" INV=21.3.70
INV IN=213.50 /j;'
'1\
/" ./ --,,"-'" /'
f INS~ECnON PORTS {T'fP OF 4}
i ;mtfilH'!jH+l-j~,
f 'ljjltHtHJ+l-Jl-li ! Ii
\
;.:; / /l'
/ !
/ '" / /
'/ ", f ,
"
I'rH-I-.w. / ~ /
/ 11-Jr-t4=:tJl~T SUBSURFACE INFILTRATION BASIN
/ If 5 ROWS X 14 EACH (70 TOTAL)
CULTEC R-280HD CHAMBERS ~
BOTTOM STONE £LEV=212.00 0-2
BOTTOM CHAMBER ELEV=212.50
STONE BED: 23.6·W x 101.0'L X 3.2'H
INV IN=212.50
\ / \ \
/
/
\ ,
~'. 'rP
\
\
\
. i.P I
APPLY
INV=209.5 CD
SEE DETAIL SHEET 0-2 ~
S36
RIM",215.0
jf'~-TOO
SUBSURFACE INFILTRATION BASIN 12
14 ROWS X 9 EACH (126 TOTAL)
CULTEC R-150XLHD CHAMBERS
BOTTOM STONE ELEV=21'.00
BOTTOM CHAMBER ELEV",21'.5D
STONE BED: 47.0'W x 95.0'L x 2.5'H
INVs IN-211.50
I
OF I+ORK/ I o::J
SEDIMeNT BARRIER ~
(~CAL) I
"-VVR1"SEIIfTRY-.3 HS48
RIM-215.0 OJ
INV 12"HDpe=272.00 ~
RIM=217.8
INV IN=212.70
LAND N/F
COYOTE REALTY, LLC
~~~~~~~~~~~~ INV OUT 12"HDPE=212.60
I OUTLET CONTROL STRUCTURE #1
C8-1-----#'----Tt~ / /,-,.,.:-,... / -"-,-/
RIM=216.9 /
INV 12"HDPE=214.35 I
EXISTING CB
RIM~216.39
EXISTING OB
RI\.k·215.98-· ........ ~--...
: !fl' 17·+-1. :;;,
CREDrr UNION
2,800 S.F.
FFE=219.1
[xlsTifW f!' HIGH
WOOD F,[Nce
MH-3
Rii./=2; §.j
INV IN 18"HDPE=211.79 [JCiJ
INV OUT 18"HDPE=21'.69 ~
l'EXls'nNC CONCRETE RU AINING
WALL WITH 4'~HiGH WROUGHT
IRON FENCE ON TOP TO REMAIN
LAND N/F
PRIDE CONVEN-ENCE INC.
--~ ...........• ~ .,-'--.. -,,"'.-
FES
INV=211.5
SEE DETAIL SHEET D-2
T,O.W. 217.0' I 0~21
B.(), W, 211."
HDPE INV.
OUT =210.43'
i?ii./32; '7.9
INV 72"HDPE=273.9
RIM"'217.5
4' SHARP CRESTED WEIR ELEV=275.20
6" ORIFICe ELEV=212.50
INV OUT""212.00 (12" HDPE)
SEE DETAIL SHEET 0-2
INV=21'.5 CD
SEE DETAIL SHEET D-2 ~
\
L.AND N/I'
SPfiCCKET RE .... LTy. LLC I
I
CONSTRUCTION NOTES
1. UNDERGROUND UTlLI77ES SHOWN HEREON ARE BASE:D ~~t~~~~~~rr~~~.tAL LOCATED BY SURVEY AND AVAILABLE RECORD DATA
F'I£LD LOCA TlONS SHOULD BE VERIFIED w/1H 1HE APF)ROIPRli~ tr
AND/OR MUNICIPAL DEPARTMENT PRIOR TO CONSffiUCTlON.
2. ALL LA YOUT WORK REQUIRED SHALL BE PERFORMED BY A (.lC:EN:S£P SUIIVE'YOR
ENGINEER EMPLOYED BY 1HE CONffiACTOR.
.3. CONffiACTOR TO NOTIFY DIG SAFE A MINIMUM OF 72 t1UtJ/'(~
CONSTRUCTION ACCORDING TO MA GENERAL LA WS.
4. APPROVED PLANS TO BE ON SITE AT ALL TIMES.
5. CHANGES TO 1HIS PLAN MAY OCCUR AS UNFORESEEN C~~~~~~~~rA~:~g'i T CHANGES TO BE APPROVED BY DESIGN ENGINEER. FIELD IIU ...
ENGINEER.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR 1HE M~I'~~N~~~ir:i~gJ:I~:J ON 1HE PUBLIC AND PRIVATE WA YS AFFECTED BY
PROJECT.
7. CONTRACTOR SHALL PROTECT ALL SLOPES. VEGE:TA TlON. P~-:~o~::~~~c~~ IMPROVEMENTS OUTSIDE 1HE AREAS TO BE AFFECTED BY
PROJECT.
II. TR£S;S. ElRUS1-l AND STUMPS RDJOVED ElY OL~I\RJNO .... ND . ~~~~;~~5 (,(;~b~,:t'·"o I SHALL BE ffiANSPORTED OFF THE PROJECT SITE TO AN A 0
LOCATION.
9. CALCIUM CHLORIDE/WA TER FOR DUST CONffiOL TO BE AT
10. ALL PAVEMENT MARKINGS CHANGED, ALTERED OR RE'~O\£OI SHALL BE RE,APf'LlEO.
11. ALL CONSTRUCTION ME1HODS TO CONFORM TO TOWN OF AG,AW)lM
REGULA TIONS AND BOARD OF PUBLIC WORKS SPECIFICA /lV,rv;;,.
12. AGAWAM PUBLIC WORKS APPROVAL IS NOT TO BE CONSTRUED AS :.AN~GI;~~:~~"'".'i' APPROVAL AS 01HER APPROVALS MAYBE NECESSARY, I.E. TOWN 1:.1
CONSERVATION, FIRE DEPARTMENT, WATER DEPARTMENT, ETC.
1.3. ALL CA TCH BASINS TO HA VE 48" SEALED SUMPS AND HOODS.
'I
14. EROSION CONffiOL MEASURES TO BE IN PLACE PRIOR TO START OF r.n,III<t~rI?ll'r.71't"J1II
GRADING AND DRAINAGE NOTES
, . .,
I. SITE CONTRACTOR SHALL REFER REMAINING PLAN SET FOR IINFORMATION REGARDINO
GRADING &: DRAINAGE. , .
2. rr SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS REFERENCE:
INFORMATION CONTAINED IN OTHER SHEETS WrrH GRADING &: DRAINAGE INfORMATION:
SHOWN HEREON.
3. PRIOR TO SUBMlmNG A BID FOR CONSTRUCTION, THE SITE iCONTRACTOR SHAlU. i
COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSE[]. DESIGN AND iTHE , SoiID
SPECIFICATIONS WITH 1HE PROJECT PROPONENT, LANDSCAPEi ARCHITECT/ENGINEER..
SHOULD THE 1HE SITE CONTRACTOR FAIL TO COMMUNICATE. ~NY DISCREPANC"::S, i .. '
HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTINO FROMI SAID 'p/SP!?DtANcY.
,
4. CONTRACTOR SHALL NOTIFY DESIGNER/ENGINEER OF ANY UNEXPeCtrD CO~DlnON$
THAT ARE ENCOUNTERED DURING CONSTRUCTION. • i • i
5. ONCE DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONING, Ti!lE OWNER/Silt . I .
CONTRACTOR SHALL COORDINATE WI1H R LEVESQUE ASSOCIATES, INC. (R1.Jl) TO i I
CONDUCT A POST -CONSTRUCTION ANALYSIS OF THE DRAINAr;E SYSTEM DUJ'IING AC11!IAL
STORM EVENTS TO DETERMINE 1HE FUNCTIONALITY OF THE INSTALLED DRAlNAG'E i I
SYSTEM DURING SAID EVENTS. SHOULD THE DRAINAGE SYSjEMNOT FUNCTION AS ..
DESIGNED UNDER REAL WORLD CONDITIONS. RLA WILL RECQM/./END ADJUSTMENTS i TG
THE DRAINAGE SYSTEM TO BE IMPLEMENTED BY 1HE OWNER/SlTli: CONTRAfTi)R. I .
6. ALL UTILITY CONSTRUCTION SHALL CONFORM TO THEiR RESPECTIVE TOWN OF AGAWAM
DEPARTMENT SPECIFICATIONS.
SUBSURFACE INFILTRATION BASIN CONSTTRUCTION NOTE
ENGINEER SHALL INSPECT THE CONSTRUCTION OF THE SUBSURtrACE BASIN
AT THE FOLLOWING MILESTONES:
1. EXCAVATION OF THE INFILTRATION AREA
2. INSTALLATION OF THE STONE &: CHAMBERS PRIOR TO BACKFILL
.3. BACKFILL OF INFiLTRATION SYSTEM PRIOR TO COVERING WrrH FILL
BENCHMARK
SPIKE SET IN UTIUTY POLE 125T/.3/2 LOCATED ON EASTERLY $/DE OF NOR7I-f
WESmELD SffiEET NEAR SOU1HWEST CORNER OF PROJECT SITE: i
EI EVA710N 22001 (TOWN OF AGAWAM DA TUM)
NOTES
1. THE PREMISES SHOWN HEREON ARE THE SAME AS THOSE: CONVtr£lr; TO NWSr.
LLC BY THE DEEDS RECORDED AT 1HE HAMPDEN COUNTY REGISTRY OF DEEDS
IN BOOK 18622 PAGE 69, BOOK 18622 PAGE 72, AND aoQK 20.3q2 PAGf; 462.
i .
2. 1HE PROPERTY BOUNDARIES SHOWN HEREON ARE BASE:D ON A FIELD suRvEY'
PfRf91f.¥.gg !!'( ~ b~9fjg i':22QftA.!§: INg: 2&& flNl §{}{}K fJ§ fll~' ~"
PLAN BOOK 197 PAGE: 89, PLAN BOOK .319 PAGE 40.
.3. 1HE SUBJECT PROPERTIES SHOWN HEREON At4Y BE SUBJECT TO RIQH1SA,vDI ,
EASEMENTS AS CONTAINED 1N 1HE VARIOUS DEEDS OF RECORD DESCRIBING' SAID i
PROPERTIES. THE LOCATION AND EXTENT OF ANY SUCH RI(;HTS AND EASeMENTSi
ARE NOT THe SUBJECTS OF THIS PLAN. :
4. THE EXISTING CONDITIONS INFORMATION SHOWN HEREON IS BASED ON AN I
INSTRUMENT SURVEY PERFORMED BY R LEVESQUE ASSOCIATfS, INC. IN I
FEBRUARY 2013 AND UPDATED DECEMBER 2014. ELEVATIONS BASED ON ITOWN
OF AGAWAM DATUM (NAVD 1988).
5. THE WETLANDS SHOWN HEREON WERE DEUNEATED BY D.L. 8EAN, INC. IN i
SEPTEMBER OF 2012. I ,
6. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON SURFACE F£A*UR$
AS LOCATED BY SURVEY AND AVAILABLE RECORD DATA AND ARE, APPROXII./AT£.
ACTUAL LOCAnONS SHOULD BE VERIFIED WITH THE APPROPRIATE UTILITY
COMPANY AND/OR MUNICIPAL DEPARTMENT PRIOR TO CONSTRUCTION.
p
,EVlES(!UE ASSOCIATES. L'IIC
Landscape Arehitects
CiVil Engineers· Land Snrveyors
Environmental Consultants
413.568.0!)85 fax: 413.568.0!)86
s c~:~s~:t~r:e~:et . P,O. Box 640 MAOI086
rlaland.com
I'REP ARED FOR:
NWST,LLC
1.fJ7 HiU.ide Road
Southwick, MA 01077
Marth
UNAUTHORIZED ALTERATION OF
THIS DQCUMENTIS A VIOLATION
OF MASSACHUSETTS STATE LAW
AS NOTED
120929
C-5
PROPOSED~. I GAS SERVICE:' :~
N£W UNDERGROUND
ELECTRIC SERVICE
5" PVC SCH. 40
SANITARY CONN.
(2?: MIN, SLOPE)
DOMESTIC WA Te:R
SERVICE:
PROPOSED GAS SEIWIC:E -__
PROPOSED
,
\
J ,
;
0.1 ; ·-"?L ' ----a::r : :;; , I ~:g !
I
GAS SERWCE ji~!f~'/~I.~P==--~~/+--____ -Ura
#,25/-3/2.
ELECTRIC SERVICE
---------------l
LAN D N/F
CARMEN F\. 80TT A
AND
EMIODiO BOTTA
LIGHT POLE
DRIVE-THRU
MENU BOARD
~J4" ~R lIP l'
I I PROPOSED
DRIVE -THRU R£STAURANT
2,500 S,F,
FFE-2T8.7 i ,,--....
--...---~ so ":",,,---b~~ '/-~ , SD -'7}":' ,,;. S1) -__ SO _~
/. -----. --/
/
N£W UNDERGROUND-------__ ~;Z=t::~~~~_l~~~::
"'---t--t:
NEW SEWER SERWCE----.;;..-----;:i:::::;rn;d~1H_I!~ ~---lr/
6 " SCHEDULE 40 PIPE -~~~~!tJ~~tft1t,~\~i~~~~~E 3/4" TYPE K WATER
RELOCATe: GUY WIRE
".J F /.P
ff2/2
"'D:lsm~G g' HIGH
WOOD "[NCE
l"EXIS'[!NG CON CRETE RETAINiNG
WP.LL WITH 4' -HIGH 'I/ROUGHT
IRON FENCE ON TOP TO REMAIN
LAND N/F
PRIDE CONVENiENCE INC.
I '
I
I LAND N/F
I i
I
I
I
i i I
i
I
I
I
I
J
I BRAGI'RAUS, LLC ---_.1 . _._ . ........,._.
. i
I, I I . . I -+--L ___ . _ L !
.// . I
.// ,
/
/
/
/ ./
(.~r ./\
\
I
\
LIGHT POLE
\ --.--"" , OF WORK/ ~.
. SEDIMENT BARRIER 0:5 \
(TYPICAL) . \
/
I :
'j
/
OF WORK/ I CD
SEDIMENT BARRIER ~
(TYPICAL) I
PROPOS£D
LIGHT POLE
LAND N/F
SPf<OCKE.T REALTY, U .. C .. __ .,n_ ---_ ... _-, .. _--
.. ··------.. ··--· .. ----·--~<.::.~~=EXISTIINC TOP OF
DRAINACE BAS'N
I
I
I
.W. 217,0'
RO.W. 211. /' \ I
\
,
I · ,
I
· ,
1
.l , ,
I · !
, I
i
i
. , ,
LAND N/r
COYOTE RE~.L TY, LLC
i . ,
,I "
I
1. THE CONTRACTOR OR SUBCONTRACTOR WILL BE R~~r*~~~~~, ·~~~6tfMWr'G ,i EACH CONTROL SHOWN ON THE SEDIMENTATION AND 0 , !: J r ! : ~ I
2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALl1~A;:~'f/~~l: ~1IrJj£~~~~:~~~ DURING All. PHASES OF CONSTRUCTION UNTIL THE
ACTIVITIES AND. ALL DISTURBED AREAS HA VE BEEN I
MEASURES WILL BE INSTALLED DURING COI~.<;7'RlJlc:m")j\/ I i
AND/OR OFF-SITe: SEDIMENTATION IF DEEMED NE(""Ss.:\~rY BY!CIN-SI , I i
J. EFFECTIVE EROSION CONTROL MEASURES SHAll BE IN/I1lA rro P:~I~~~~HId~,s:!' i COMMENCEMENT OF CLEARING, GRADING, EXCAVATlON,OR OTHER I THAT i
WILL DISTURB THE NA TURAL PROTe:CTlON.
4, ALL SEDIMENT AND EROSION CONTROL DEVICES SHAW BE INSPECrrn
EVERY SEVEN (7) CALENDAR DA YS AND AFrrR ANY . he,ri_...-,;
INCHES OF PRECIPITATION DURING ANY 24-HIr:OU~R~~~~tf1,rI:~~.~.,f~4Z~al~J'~~/'fr:~% BE DOCUMENTe:D IN V,RITING, DAMAGED OR i~ !
OR REPLACED, AS NECESSARY.
5. THE CONTRACTOR SHALL TAKE ALL REASONABLE PREC,~Ul~O'I$
EROSION OF THE SITE DUE TO THE CONSTRUCTION OF THI$ n<'U"t,t;~, , ! : , i 5. SILT SHALL BE REMOVEO FROM BEHIND BARRIERS IF GREA 1m: N.'" I 5~~f~JiJ~gD£,~£,~P OR AS NE£DED. SEDIMENT THA T IS COLLECTED IN STRUCTURts ",."",u ...
OF PROPERL Y ANO COVERED IF STORED ON-SITe:.
7, DAMAGED OR DETe:RIORA rro ITEMS WILL BE REPAIRED IWEDIA Te:LY •• ,.".,
IOEN11F'ICA TlON,
B. ALL DITCHES SHALL BE STABlLlZEO AS SOON AS IS fflACnCABLE
t':/'<O:;JQN.
9. THE CONTRACTOR SHALL MAINTAIN ALL EROs/ON CONTROL ' DEiACES'
WORKING STATe: OF REPAIR, UPON COMPLETe: STABiLiZATION PI" .
AREAS, THE EROSION CONTROL DEVICES SHAll. BE REMOVED .foND
TO CAUSE NO OFF-SITE SILTATION. '
10. INSPECT AND MAINTAIN CONSTRUCTION ENTRANce srcitvE SUqI
NOT TRACK ONTO THE STREET. ANY SEDIMENT TRACK£D ONTO
BE SItEPT DAIL y,
11. AFTER CATCH BASINS HAVE BEEN CONSTRUCTe:D AND ;
THE CONTRACTOR SHALL PROTe:CT THE INLETS BY
AS SHOWN ON THE PLANS. INLET PROTECTION
UNTIL DISTURBED AREAS HAVE BEEN STABILIZED,
12, EROSION CONTROL MEASURES SHALL REMAIN IN PLACE; UNTIL 'ALL D~~~;~~~~~~~Ti
HAS BEEN SUBSTANTIALLY STABILIZED. AFTER REMOVAl. OF "M """,uIR~I"",
AREAS SHALL BE REGRADED ANO STABILIZED AS NECESSARY,
13. THIS PLAN IS PROVIDED AS A BASIS FO~~%TH~E~il;N~ITI¥,A~.L~r~~~~]~~illi~[J~[~ CONTROL MEASURES. IT SHALL BE THE .
AND EXPAND THIS PLAN AS SITE CONDIT/ONS DICTA i IT IS
RESPONSIBILITY TO PREVENT THE OCCURRENCE OF S/L;TA 7!C)N
AREAS AND THE MOVEMENT OF SEDIMENT BEYOND THE SITE BOUN!>AI;'IES,
umITY NOm·
1. SITe: CONTRACTOR SHALL REFER REMAINING PLAN SET rOR INF'ORA/A l1iON , RE'~Mm/~/G
GRADING &: DRAINAGE.
2. IT SHALL BE THE SITe: CONTRACTORS RESPONSIBILITY TO CRO)SS:~SAlRf,f~~E:~~~~JA INrORMA nON CONTAIN£D IN OTHER SHEETS WITH GRADING &: i;
SHO'MI HEREON.
i , , . ! i I
, , ,
, '
, ,
,
i '
I ,
, I
3, PRIOR TO SUBMlT77NG A BID FOR CONSTRucnON, ;'R()PO'SE() _ I '
COMMUNICATE ANY DISCREPANCIES BETWEEN THE ,.., ~~~~~E~~~~1r:~c;1 ' SPECIFICA 770NS WITH THE PROJECT p~;~rC~I"!b~~~i~~~~ , I SHOULD THE THE SITE CONTRACTOR FAIL TO :
HE/SHE SHALL BE RESPONSIBLE FOR ANY CDSTS rrC;)UL
4, CONTRACTOR TO VERIFY ALL UTILITY CONNEC77ONS
EXISnNG/pROPOSED BUILDING TO SERVICES IN STREET. . 'DP;~~~t:~~E;~ BETWEEN PLAN AND INFORMA 7!ON FOUND IN THE FlELD •. J""','T~;C'T
LANDSCAPE ARCHITECT IMMEDIA Te:L Y. i
5. SEE ARCHITECTURAL PLANS FOR BUILDING COI~NEC7!()N$
t
! , ,
I
6. THE NA TURAL GAS, ELECTRICAL, ANO !E~5c;'Cl~!~~~~!c;'
ARE SGHEMA nc IN NA TURE TO DEPICT CONNEC7!ON
, I
SE/~VI(:ES sHc'lml HEREON . I
:SUBJE:CT: 7J;E . BUILDING(S). THE RESPEC77VE UTILITY PROVIDER """LL .
FlNAL DESIGN OF THE RELEVANT UTILITY,
7. CONTRACTOR SHALL N07!FY DESIGNER/ENGINEER OF ANY UNE:XPECTe:Q c91~DI~~O~IS
THA TARE ENCOUNTe:RED DURING CONSTRUCTION.
B. ONCE DRAINAGE SYSTEM IS INSTAll£D AND
CONTRACTOR SHALL COORDINA TE WITH R LEVESQUE
CONDUCT A POST -CONSTRUCTION ANAL YSIS OF THE
STORM EVENTS TO DETe:RMINE THE FUNCTIONALITY OF :SYSlE"j
SYSTEM DURING SAID EVENTS. SHOULD THE DRAINAGE
DES/GN£D UNDE:R REAL WORLD CONDIT/ONS, RLA WILL RECOMMEND ~t~~f~~ THE DRAINAGE SYSTEM TO BE IMPLEMENTe:D BY THE OWNER/SITE C
9. THE PROJECT ARCHITe:CT SHALL PERFORM AND PROllfD£ A ~?~Z~~'t2:~ e,n,,,,',, TO
THE SITe: CONTRACTOR IN ORDER TO PROPERL Y EVALUATe: THE '
CONDIT/ONS.
BENCHMARK
SPIKE sa IN U7!LlTY POLE 125T/3/2 LOCATe:D ON EASTe:RLY SIDE OF NORtH
ItES7F1ELD STREET NEAR SOU THItEST CORNER OF PROJE:Cr SI Te:.
ElEVATION -nool (TOWN OF AGAWAM DATUM)
NOTES I
, !
I, THE PREMIS£S SHOWN HEREON ARE THE SAME AS THOSE CONVEYED ra ,Nw.sn
LLC BY TH£ OEEDS RECORDED AT THE HAMPDEN COUf.{Ty REGISTRY oF' DEtos .
IN BOOK 18622 PAGE 69, BOOK 18622 PAGE 72, AND BOOK' 20352 PAGE 1046,2,
2, THE PROPERTY BOUNDARI£S SHOWN HEREON ARE BASEO ON A FIELD S!JR~ I
PERFORMED BY R LEVESQUE ASSOCIATe:S, INC, SEE PlAN BQpK IS6 PAGEI5!!,
PLAN BOOK 197 PAGE 89, PLAN BOOK SI9 PAGE 40, ,I I:
: ! !;,
3. THE SUBJECT PROPfRTI£S SHOWN HEREON MAY SF: S()BJF:CT TO RIG~ :AND !
EASEMENT'S AS CONTAINED IN THE VARIOUS OEEDS OF'IRECORO DESCRIBltlG ls-\tD
PROPE:RTlES, THE LOCA TlON AND EXTENT OF ANY SUCH RIGHTS AND EASEI,(EfiITS
ARE NOT THE SUBJECTS OF THIS PLAN, • : i i '
• , ., t
4. THE EXIST1NG CONDIT/ONS INFORMAT1ON SHOWN HEREON IS. BASED oJ.,! AN i :.
INSTRUMENT SURVEY PERFORMED BY R LEVESQUE ASSOCIATe:S,' INC, IN I : I I '
FEBRUARY 2013 AND UPDATED DECEMBER 2014, ELEVATIONS ' BASED dN. ToWN
OF AGAWAM DATUM (NAVD 1988). .' . '
5. THE WETLANDS SHOWN HEREON WERE DELfNEATe:O BYO_L BEAN,
SEPTe:MBER OF 2012.
6, UNDERGROUND UnUTIES SHOWN HEREON ARE BASED
AS LOCATED BY SURVEY ANO AVAILABLE RE.(~O~~
ACTUAL LOCAT10NS SHOULD BE VERIFIED WITH 4~~~~~~~ COMPANY AND/OR MUNICIPAL DEPARTMENT PRIOR TO
, !
, ,
, ! , ' , '
1 . ,
,
: !
: ,
f
, ,
; :
i ; i (
,
i i
~ 1l1;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~~~;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;; .... ;;~;;;;~;;~;;;;~~ '" .. ..
:t:. . : ,
, i ,
, i
LEVESQUE ASSOCIATES, INC
Landscape Architects
Civil Engineers' Land Surveyors
Envqonmental ConSUltants
~"'."., ... u~'" fax: 413.568,0986
40 Seh+ol Street · P.O. BoI 640
Westfield, MA 01086
rlaland.com
NWST,LLC
1.67 HWslde Road
Southwick, !'.fA 01077
,
. . UNAUT~ORlZED ALTERA nON OF
THIS DQCUMENT IS A VIOLA nON
OF MAS$ACHUSETTS STATE LAW
I\S NOTED
120929 -111<\\\)\1',
C-6
-~ '-'
.. ,
~ " I
I
\
\
,
I
I
-------
I
I
- ---JJ f
LAND N/F
CARMEN A. BOTTA
AND
EMI DOIO BaTT A
LN~i) N/F
BRAG ARAUS. LeC
/
/
I
PERENNIAL PLANTING BED
MAX. SPACING J' O.C.
BED m RECEIVE FABRIC '"
BARK MULCH
3/4" G8 UP l '
I \
I i
PROPOSED
DRIVE -THRU RESTAURANT
2,500 S.F.
FFE=218.7
"
, -,
IG-5 " :'iIi:-'~5i
I
\
\
--
"
" " I ) I /
I I . /
/ I . /
/ I / /
'),' ')! I / ,// I·i /~'-' 14
/ 1;--
~ / ",/i
'" / /'/
I
I I / . /
... ..i I I' /' / '--...... PROPOSED
MEDICAL BUILDING
6,020 S.F.
FFE=218.7
r / / / ; /1 '/ /1 ( I
/! /1 ~' .' , I / . /
I : I ,/
/ ,
) (
I ./-1"\ ! __ .-r-, \
1~~~~~~~~~~~~~~~~~1J~' I \
I
\~/ .~~ ;' \ \ \~ \ 10 ',}'!)o-_'SQ.,!I-.;;:..;AC-2 IG-5 AC .. so r so ..., .... ,. so -__ so ....;_
\~ __ . __ ' .
/'J. /
AC
IG-6
)
/
/
)
/
>
E_lOW __
~i
I ,
I
I" ,0
i I
~r
'-->YI<''''I ,,(0 5' HIGi-I
WOOD FENCE
LAND N/F
PRIDE CONVENIENCE. INC.
I . ,
I
I
I
I
I ,
I ' I
I
I ,
,
I
I
I
I
'.:., :.;<
'.
I I
OFWORK/ ~.
I I ---L._'-r
SEDIMENT BARRIER D~5
(TYPICAL)
.. ', .. :. ~ .. ,. .:' ~. .
.'. '. '.' I. t
" LOAM &: T
I SEED
-. ,"'. . '... .
!<'\j.~ ,;': .: ~
• ~ ~I ' • ",:" .:
\
\
\
\
\
\
\
\
VIS
\
\
\ ~.
\
\
\
I
/
REI.tAlN
OF WORK/ I IT]
SEDIMENT BARRIER 0EIl
(TYPICAL) I
LAND N/F I SPRO CK ET REAL ,y, LLC
I
..... :.
2
6
19
ACER SACCHARUM
ILEX GLABRA
ALBUS
TAXUS CANADENSIS
INKBERRY
BAYBERRY
SNOWBERRY
CANADIAN YEW
ACHILLEA MILLEFOLlUM, VAR.. H/!UCHERA VAR., SAPONARJA OCYMOIDF:S.
HIRTA. AND ORNAM£NTAL NON'-SPREADING GRASSES. ANNUAL PLANTINGS MAY BE TO
LAND N/F
COYOTE REALTY, LLC
,
I ,
, ,
I , ,
, , ; ,
, , ,
, .
NOTES . ;
, !; , .
, i' , I
1. TH£ PREMIS£S SHOWN HEREON AR£ TH£ SAME AS 7I'I0S£ CONVEYED 1'0 N~r,
LLC BY TH£ DEEDS RECORDED AT THE HAMPDEN COtJNlY R£GISTR'i( OF' De;t/Jis
IN BOOK 18622 PAGE 69, BOOK 18622 PAG£ 72, 'fD BOOK 203F ,p,AGf ~62.
, , '. I 1 '1 2. THE PROPERTY BOUNDARI£S SHOWN HEREON ARE 8A$ED ON' A FIELD 'SURV/!'Y,
PERFORMED BY R LEVESQU£ ASSOCIATES, INC. SEEiPlAN BOOK IS6 i PAqE'I$I.
PLAN BOOK 197 PAGE 89. PLAN BOOK J 19 PAGE 4{J. , , !
~ _: r : -1 ::
J. THE SUBJECT PROP£RTI£S SHOWN HEREON MAY Be $U8Jf:CT, TO R~Hf$ A(v'/:i I
EASEMENTS AS CONTAINED IN THF: VARIOUS DE£DS OF RCCOIfD D£$CRIBlNq $AID
PROPERTIES. THE LOCA TlON AND EXTENT OF ANY SUCH RIGHTS A"ID lfiAS4Mfl'JTS
ARE NOT THE SUBJECTS OF THIS PLAN. ' :
4. THE EXISTING CONDITIONS INFORMAOON SHOWN H£REON 1$ ~SED bN ;~1 ,:
INSTRUM£NT SURVEY PERFORM£D BY R LEVESQUE ASsOCIATES. INCi 11i(! !.'
FEBRUARY 2013 AND UPDATED DECEMBER 2014. ELEVATIONS BAStD 'ON rdWN
OF AGAWAM DATUM (NAVD 1988). I : j i'
5. THE WETLANDS SHOWN HEREON WERE DELINEATED B~ D.L. BEAN. INc.' iN :
SEPTEMBER OF 2012. . I ; ! !
, • I. I ,
6. UNDERGROUND UTILITIES SHOWN HEREON ARE BAS£[)' UPON SURFACE FEATuR£S
AS LOCATED BY SURVEY AND AVAILABLE RECORD DArAAND ARE AF!PRqXIIti,AT!.
AC11JAL LOCATIONS SHOULD Be VERlFlF:D WITH THE APPROPRIATE unUTY i :
COMPANY AND/OR MUNICIPAL DEPARTMENT PRIOR TO i CONSTRUCTION. i' , , 'j i '
• Ii . !
LANDSCAPE NOTES: , . ,
1. SIT[ CONTRACTOR SHAll REFER TO SHEET C-l, C~2, DETAIL SHt ETS' AND
REMAINING PLAN SET FOR INFORMATION REGARDING!1ANDSCAPING. [ ,
I .
2. IT SHALL BE THE SITE CONTRACTOR'S RF:SPONSIBILfTY m CRDSS'-REIiffi~cE
INFORMATION CONTAINED IN OTHER SHEETS WITH THE LANDSCAPE: i
INFORMATION SHOWN HER£ON. I
J. ALL SITE PLANTINGS ARE TO MEET OR EXCF:F:D THE MINIMUM SPECIFICATIONS
DET AlLF:D IN THE AFOREMENTlONF:D NOTES. IT IS THF: CONTRACTOR'S
RESPONSIBILITY TO REVIEW THE SPECIPlCATIONS FOR EACH INDMDUAL
PLANTING AND SOURCE IT APPROPRIATELY.
4. PRIOR SUBMiTTiNG THEIR BID FOR CONSTRUCTION, THF: S/TF: CONJRACTOR
SHALL COMMUNICATE ANY DISCRF:PANCIES BF:TWffN THE PROPOSED DESIGN
AND SAID SPECIPICATIONS WITH THE PROJECT PROPO/</ENT. LANDSCAP,E '
ARCHITECT/ENGINITR. SHOULD THE SITE CONTRACTOR FAIL TO COMMUNIc.(.rE:
ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSI&E FOR ANY CoSTS ' ,.
RESULTING FROM SAID DISCREPANCY. . ., i
5. LANDSCAPE CONTRACTOR SHALL HAVE EXCAVATING CONTRACTOR, "D/GSAFEj. '
AND ANY APPliCABLE NON-[DIGSAFE] MEMBER UTlUTIF:S IJI\fIK AL4 i
UNDERGROUND UTILITIES AND PRIOR TO ANY PLANTlf':/G. LANDSCAP£ " ,I '
CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHIT£CT AND PRQ,JEcr PROPO~EI'/T
IF ANY CONFLICTS ARISE AND STOP ALL WORK UNTIL CONFUCT IS RItSOLV£p.
. ,
PE
, ,
,
]
i i
i
I ! ! , , ,
! : : ;
, ,
I ~
, i
!
i :
. , i ,
; ,
! ~ :
. , ,
: i
! : ,
i :
,
LEVE$QUE ASSOCIATES, INC
i . . L~lldseape Arcbitects
. . . Civil . Land Surveyon
Consultants
fax: 41~'.:lQ'II.\'''1Ij)
40 Street . P.O. Box 640
MA01086
rlalaod.eom
~
'"
...... e
= ...... ~ ~ ~ ~ ~ z e a.. ~
I:/,;~ ~ < -< ~"=' S ~13 g;
t= ,...
(J =~ ~ -~ '" Z ~ ~ ~ .... ,... t-!I (j ~ a.. • '" ~Z ~
, 800 ,...
U '" e~M
rJ'j Q~"" Q u "'~ ~ M ~ "C~(j ~ a..
C'Il '" ~ Q\&>~ ,.J I:/,;M
Q '" '" a..~= ~,...,...
~
1:/,;,
~ ~ --
FOR:
NWST,LLC
267 Hillside Road
SojJlhwlek, MA 01077
DATE: M ... b 30.2015
DATE,
UNA\J1ll0RIZED ALTERATION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSETIS STATE LAW
AS NOTED
,
:..I ..J
v ., o.
8"
1
1
0"
~~ 3/8" HAND-TROWELLED EXPANSION JOINT
W/ COMPRESSIBLE fiLLER &: SEALANT
(SPACED 20' O.c. MAX.)
MIN. SLOPE
'/4':' "-0' ~~==::::;::'~--,(-~_-,-~ __ -. __ -""r-t-NON DIREC170NAL
• • • • SOFT BRISTlE BROOM fiNISH
• II A_ K:4 N:; • o 0 0 0 000 CONCRETE 000 0 0 0 00 <9 0
00 0 0 0cP 00 0 0 0 0 o 00:> 00 0 6x6 W2.9xW2.9 WM;
2" CLEAR FROM BOTTOM
GRANULAR SUBBASE MA TERIAL
"---I--COMPACTED SUBCRADE
CONCRETE PAD DETAIL
NO SCALE
1. llMfICIRARY PA1/EM£NT O'oo£R TJI£NC:HES IN STRUT TO ~
f"OR A ~ or: eo DAYS. T!WOfWtY PA\9OIT ~ 9N)f!R
(;()I.JRSE' Itt ON[ un .. cctDPAlUt t<NO'Mf ~ "QPR" MA..-USED
WIofEJtt TYPE 1-1 IS I,IV,vASl.AIIIIL
2. R£WOW; TnWCiAAft't PA\€MDfT AM) REPt..ACE WJlH PERNAHOtr
PA'oUIQtT
l. PA'IENOIT 1ttCI<N£SS TO IE !~ ~ Of! ~f[R TO NATat
EXlSlHi CONOIlI~.
........ PA"'foIEHT'IS,OJT t-fJ' OR Li$$ fltON EDOI: (7 !WAG.
REP"WiO 10 EX1OJ) TO EDGE or AOAO. .
6. mce: (E ~ PA't!WEHT SHAU. BE TREAl!O WIlli A TAOC
COAT PtIOIt TO ~ (i'. floE PERWAHENT PATOi.
o. EX«Pt AS DlHtfniIJllE ~ BY H D.P.". SlIPT~ 1t1[ EO«:
(E PA\€WJrIT AO.lM::tNT TO P"TCH 9HAU. 8E ~1ED WITH
1NFRAI5D £QUFUOfT 10 SEAL n£ JOIHTS.
PERMANENT PAVEMENT
REPLACEMENT DETAIL
It.U.
SIfl' ....... SHT. NO.
~TE: 12-S--98 REV.: 3-1&-"
DWG. NO.: 1
TOlIN or AGAWAM
CONSTRUCTION STANDARDS
PERMANEMT PA'-EMENT
REPLACEMEMT DETAIL H-3
APPROVED BY: J1D
SLOPE AS INDICA TED ON PLAN
1-1/2" TYPE-l ASPHALT
CONCRETE TOP COURSE
2" TYPE -1 ASPHALT
CONCRETE BINDER COURSE
4" PROCESSED GRA VEL
(COMPACTED TO 95% STANDARD PROCTOR)
B" COMPACTED BANK RUN GRAVEL BASE
7 BITUMINOUS PAVEMENT DETAIL
NO SCALE
4" THICK CONCRrTf SIDEWALK
(6" AT DRIVEWA YS-IF APPLICABLr)
FINISHED GRADE
(TREA !MENT VARIES) W.W. MrSH
6x6-10 GAUGE
COMPACTfD SUBGRADE
NOlES:
1. PROVIDE EXPANSION JOINTS AT MIN. 30 FT. O.C. WITH
PRE-MOLDED JOINT FILLER.
2. PROVIDE CON mOL JOINTS AT 6' O.C. CDNCRn£ SIDEWALK
y," PREFORMED
CXPI"IN:SION vOINT
3. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR
TO CURB. "*'. Ce:M~NT GONCR~n:: SHALL Or!: 4,000 r~(-n~~ ft.
2 CONCRETE SIDEWALK
NO SCALE
HMA TOP COURSE
fIIIDCOJII£. I£tCtiIU ICIEDt 11 III'PlJC*.t IN.'!' .. C\IUI It TI )£ lET .vmt tr« NttICIt aIIfIIO C!UtS£ NIL :It l'Ua. ImOII1SiE CPIEHr aKlI£TI: '1ILL
I( £!..!M"-lEII N4I tiMYIl. ~ K IIQICJIf \P Ttl lME JImDI ". nc
Mt£ ewta:. nil ~fD(. MTDIIIUI NeD «M1RJCTD 1C'MIIt. lEt Sf'£CIF1CATDII.
NOTES:
1. SHAll CONFOfUIf :ro Mi.04.1 UNLESS O"fl.j[RWiSE STATED
2. CUT NEAT UNE 6-FROM CURB UNE AND REMOVE BINDER. BASE AND STONE.
AND REPlA.CE WITH CEMENT CONCRElE.
3. ACCEPTABLE CEMENT COHCRET IS ANY CLASS UNDER SECTION l1li. OF THE; 1988
MHO STANDARD SP£OF'lCA n~s; AU. TEST REQUIREMENTS ARE WAIVED. HillA IS
NOT AN ACCE'PTAEI..E suasmrrt.
•. WHEN SET CN RADII. THE CURBING SH"'U. BE CUT WITH THE REOU1RED "''''DlUS or CURVATIJRE.
VERTICAL GRANITE CURB
N.T.S
DRAWN BY: 'oR!( REV. BY: JTG. JGD
DATE: 2/2/tt RfY.: 01/19/10
DWG. NO.: 1
TOlIN Of ACAWAM
CONSTRUCTION STANDARDS
SliT .......
VERTICAL GRANllE CURB
FINISHED GRADE
(mEA !MENT VARIES)
EXPANSION JOINT
SEALANT (WHEN REO'D)
BLDG. FACE OR
FIXED OBJECT
JOIN T DETAiL
SHT.NO.
H-4
3
6' ~---VARlrS (SrE PLlW)------:
CHAMFER
6" RrVEAL (TYP.)
SIT PLAN
NOTES'
12"
1. PROVIDE EXPANSION JOINTS
A T MINIMUM JO FE£T O.C.
WitH Pt(t.-MUULUt.U JUfN I
FILLER.
2. PROVIDE CONTROL JOINTS AT
6 FEn O.C.
3. PROVIDE BROOM FINISH IN
DIRECTION PERPENDICULAR TO
CURB.
4. CEMENT CONCRETE SHALL BE
4,000 PSI, TYPE II.
4" CEMrNT CONCRrTf
(6" IN VEHICULAR AREAS)
TOOLED JOIN T
W.W. MESH
6" COMPACTfD GRAVEL
COMPACTED SUBGRADE
SECTION
EXPANSION JOINT SEALANT
(A T FIXED LOCA nONS)
CONCRETE SIDEWALK
FINISH GRADE'
i'2" PREFORMfD
EXPANSION JOINT ---'l~---J~E~
BUILDING FACE OR_~~~~~:;g81::v
FIXED OBJECT
JOINT DETAIL
MONOLITHIC CONCRETE CURB & SIDEWALK
NO SCALE
o BITUMINOUS CONCRETE BERM
NO SCALE
p
Ji I,EVl!)SQUE ASSOCIATES, INC
LaDdscape Arcbiteets
Civil Engineers· Land Surveyors
EDviroDllleDt~l Consultants
ph: 413;568.0985 fax: 413.568.0986
40 School Street· P.O. BOI 640
Westfield, MA 01086
... 1.Ia.d.eolft
NWST,LLC
267 Hillside Road
§6utliwiek, MA 01077
DATE:
UNAUTHORIZED ALTERATION OF
. THIS DOCUMENT IS A VIOLATION
OF MASgACHUSEITS STA TE LAW
AS NOTED
<'.~
.. , ..
. ;
'. '"
4 OZ. NON-WOVEN
1-2 INCH DIAMETER
FABRIC AROUND STONE TOP AND
SIDES MANDATORY. BOTTOM PER
ENGINEERS DESIGN PREFERENCE r-f'AVt:MEIVT OR F1Nlo;HED WASHED, CRUSHED STONE
RECHARGER 150XLHO/280HO
HEAVY DUTY CHAMBER
12.0' MIN. (TYP)_I--_,"",, __ -'; 150: JJ.O·
SEE NOTE 4) R-2BO: 47. "'---'I
MIN. 95% COj~PA,CT!:O
FILL
CULTEC HVLV FC-24 FEED
CONNECTOR WHERE SP~CIFIED
150: 39.0' ~--'R~-2BO: 52.0,,---<0-<
8.0" MIN.
FOR PAVED
10.0" MIN.
FOR UNPAVED
B.a· MIN.
R-150: 16,5"
R-2BO: 26.5"
6.0" MIN.
COMPACTED GRAVEL
EXTENDS UNDER----
END SECTION
1: 1 SLOP~
(MAX.) .
HOPE FLARED END SECTION
i
j 8" RIP RAP STONE
(SEE NOTES)
:1
NON-WOVEN GEOTF:X71LE FABRIC
(MIRAFI 180N OR APPROVEO EQUAL)
SIDE SECTION
INFLOW PIPE
HOPE FLAREq END SECTION
24"
(MIN.)
,
2
1.0'
(MIN.) 1.0'
(MIN.)
18" RIP RAP STONE
(SEE NOTES)
FRONT SECTION
RIPRAP dso=4"
NON-WOVEN GEOTEX71LE
FABRIC M/RAFI 180N OR
APPROVED EQUAL
12" COMPACTED
GRAVEL BASE
,
LIMITS OF
TRENCH EXCAVA TlON
EXISTING UTILITY
VARIES
NEW PIPE
i =-t SEE ~ICAL
A 1FIENCIi SECTION
SCREENED GRAVEL FROM
UNDISTURBED EARTH TO
MID-DIAMETER OF EXISTING
UTILITY TYPICAL SECTION
12" l r '2"
I · , · ,
• I
i
I ,
NATIVE M?<TERIAL
-,.u'-'''.'' NO. 20L POLYETHYLENE LINER
TO BE PLACED BENEATH HVL V FC -24-
FEED CONNECTORS WHEN U71L1ZING
INTERNAL MANIFOLD AND AT ALL INLET
PIPE LOCATIONS
J.O'
(MIN .. )
FLARED END SECTION PIPE JOINT SHALL BE SIMILAR
TO THE MAIN RUN OF PIPE JOINTS
EXISTING UTILITY -~~1~!~r-~V=A~lIES
t
NOTES , .
1. MAXIMUM ALLOWED COVER OVER TOR OF UNIT SHALL BE 12" (3.65 m)
2. THE CHAMBER WILL BE DESIGNED TI{ WITHSTAND TRAFFIC LD.<\DS WHEN INSTALLED ACCORDING
TO CULTEC'S RECOMMENDED INSTALtATIONINSTRUCTIONS. !
J. ALL RECHARGER CHAMBERS MUST BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE
LOCAL, STATE AND FEDERAL REGULA!TiONS. i .
4. SUBSURFACE INFILTRATION BASIN #3 TO HAVE lB.O· MINIMUM, STONE AROUND SYSTEM.
,
i
SLOPE
I
B.D' I
I CULTEC R-150 XLlm & R-280 HD CROSS-SECTION ~---(MIN.)---"""~
3
A
4
NO SCALE
4 OZ. NON-WOVEN
FILTER FABRIC TO BE
PLACED BENEATH ALL
CHAMBERS ACCEPTING
INLET PIPING
CULTEC NO. 20t
POLYETHYLENE LINER
BENEATH INLET PIPES
& FEED CONNECTORS
•
/'"' P)\VE,MEIVT OR FINISHED GRADE
~ PAI/EMENT SUB-BASE
(WHEN APPLICABLE)
MINIMUM 95% COMPACTED FILL
4 Oz. NON-WOVEN FILTER FABRIC
AROUND STONE. TOP AND SIDES
MANDATORY; BOTTOM PER ENGINEER'S
DESIGN PREFERENCE
CULTEC HVLV FC-24 FEED
CONNECTOR WHERE SPECIFIED
6.0 INCH MIN. DEPTH OF
1-2 INCH WASHED, CRUSHED
STONE BELOW AND ABOVE CHAMBERS
CULTEC RECHARGER
HEAVY DUTY CHAMBER
12.0 INCH MINIMUM WIDTH OF 1-2
INCH WASHED, CRUSHED STONE
BORDER SURROUNDING SYSTEM
PERIMETER
PIPE SIZING AND ELEVATION TBD BY ENGINEER.
PIPE TO BE' INSERTED 8.0 INCHES MIN. INTO CHAMBER
PLAN VIEW
2
SAW CUT EXISTING BIT. CONCRETE
PA VEMENT AFTF:R EXCAVATING ' TRENCH
AND PROVIDE HOT BITUMIN SEAL WHERE
NEW Blr. CONCRETE MEETS EX/STING
BRACE OR BATTER TRENCH
WALLS AS REQUIRED FOR
STABILITY -SEE NOTE I'
MAXIMUM TRENCH I'IlDTH
AT TOP OF PIPE=0.D.+2
PIPE AS PER PLAN
COMPACTED SUBGRADE DR
UNDISTURBED MA TERIAL
,
SEE 'PAVEMENT
SEC110N DETAIL
'5'-0" MIN. COVER
FOR WA TER SER VICE
.'
EXISTING PAVEMENT
2'-0" MIN.,
COMPACTED
~-GRANULAR
BACKFILL
I--_INITIAL BACKFILL
SEE NOTE 12
J/4" STONE PLACED
1--AGAINST UNDISTURBED
SIDES AND BOTTOM OF
TRENCH, SEE NOTE #2
1---B" MIN.
CULTEC R-150 XLHD & R-280 HD PLAN VIEW I PIPE TRENCH DETAIL (STANDARD) NO SCALE
FLOW
BAFFLE
• ,
PLAN VIEW
MANHOLE STRUCTURE
,
ALUMINUM TROUGH
A
FLOW
HEAD EOUALIZA TlON BAFFLE
FRAME AND GRA TED COVER
GROUT FRAME TO
FINISHED GRADE
•
•
,
12' INLET PIPE
•
•
o
•
•
d
PROVIDE GRADE
RINGS/RISERS
5
t
VARI£S
SEE SITF: PLAN
FOR INVERT ELEVATION
(4.0' MIN. DISTANCE)
12" OUTLET
PIPE
VARIES BASED
ON MODEL
.L-----.-~----~~.1_----------------~ • • ~. •
SECTION A-A
VORTSENTRY HS FRAME & COVER DETAIL -MODEL HS36 & MODEL HS48
NO SCALE
GENERAL NOTES
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTF:D
OTHERI'IlSE .
2. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE
DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH
CONSTRUCTION PRODUCTS REPRESENTATIVE.
J. VORTSEN1FIY HS WATER QUALITY STRUCTURE SHALL BE IN
ACCORDANCE WITH ALL DESIGN DATA, AND INFORMATiON
CONTAINED IN THIS DRAWING.
4. STRUCTURE SHALL'MEET AASHTO H20 LOAD RATING.
CASTINGS SHALL MEET AASHTO 1.1306, CAST WITH THE
CONTECH STDRMWATER SOLUTIONS LOGO.
INSTALLA TlON NOTES
1. S1FIUCTURE TO BE CONSTRUCTED WITH ANTI-FLOTATION
PROVISIONS PER MANUFACTURERS SPECIFICA TIONS.
2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING
AND REACH CAPACITY TO LIFT AND SET THE VORTSENTRY HS
MANHOLE STRUCTURE (LIFTING C~UTCHES PROVIDED).
3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL
STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.
, .
4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES.
MA TCH PIPE INVERTS WITH ELEVA,TlONS SHOWN.
5. CON1FIACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE
UNIT IS WA TER TIGHT. HOLDING WA TER TO FLOWLINE INVERT
MINIMUM. ALL JOINTS BELOW PIPE INVERTS ARE TO BE
GROUTED .
TRENCH NOTES
,
. I
I
1. SHEETING, WHEN REQUIRED TO BE CUT
OFF A T LEAST 5 FT.! BELOW S1FIEET AND
A MINIMUM OF 1 FT. i ABOVE TOP OF PIPE.
WOOD SHEETING DRII/EN BELOW
MID-DIAMETER OF THE PIPE SHALL BE
LEFT IN PLACE. SteEL SHEETING DRIVEN
BELOW MID-DIAMETF:R MA Y BE WlTHDRA WN
IF APPROVED IN WRITING BY THE
ENGINEER. FOR P. V. ce. PIPE, ALL SHEETING
DRIVEN BELOW MID-~IAMETER SHALL BE
LEFT IN PLACE.
2. SELECTED COMMON -FILL, HAND PLACED,
FROM MID-DIAMETER' OF PIPE TO 12"
ABOVE, TOP OF PIPE.
J. TRENCHES LOCA TED pN THE ROAD
SHOULDER SHALL BE TREA TED THE SAME
AS STR~ET EXC£PTFOR PAVING.
4. PROVIDE A T LEAST .ONE IMPERVIOUS DAM
IN GRA VEL BEDDING BETWEEN EACH
MANHOLE WHERE DIRECTED, OR EVERY
JOO FT., WHICHEVER)S LESS.
5. COMPACT ALL BACKFILL MATERIAL I'IlTH
VlBRA TORY PLA TEEQUIPMENT (MINIMUM
TWO PASSES) TO A MINIMUM DENSITY
OF 95 PERCENT OF THE STANDARD
PROCTOR DENSITY AS DETERMINED BY
ASTM 0698.
6. PLACE BACKFILL MAo 1ERIALS IN MAXIMUM
ONE FOOT LIFTS.
12" HOPE
2.0'
7
UNDISTURBED
MA TE:RII'tL
SECTION "A-A"
NEWPfPE
6 UTILITY CROSSING DETAIL '
NO SCALE
/
I DOWNSPOI1T
(VERIFY SIZE WI m
ARCHITECrtJRAL PLANS)
, \-_-------45· BEND , ·1
~-;-;-____ --::>-PVC (VARIABLE LENGTH)
; !
PIPE DIAM!;:TER A S REQ'D
TO ACCEP.'t DO'MISPOVT : ,
WATF:R TIGHT
CONNCECTION
45' BEND
I DOWNSPOUT COLLECTOR DETAIL
18" STANDARD GRA TE ASSEMBLY
TYPE C -DUCTILE IRON
. ,
· ! ~ : ~ : ,
,
I ,
I
j
I
I
BACKFILL MA TERIAL SHALL BE CRUSHED 'I' ,
STONE OR OTHER GRANULAR MA TERIAL . '
MEETING THE REQUIREMENTS OF CLASS I(
MA TERIAL AS DEFINED IN ASTM D2321 , , I
I
4" MIN. ON 12"-24" DRAIN
6" MIN. ON JO' DRAIN I
I 8 I ADS NYLOPLAST YARD DRAIN BASIN
. . NO SCALE
PE
, i
I ' , l
: ;
i i
: :
! I
: :
: :
, .
i ~ , ,
[
EV1ES(J!UE ASSOCIATES, INC
! ' Lllndscape Architecl5
: ; Civil Engineers' Land Surveyors
. i Environmental Consnltonl5
i
.... ,."o,,,.u,,",,,, raJ::
40 &hilol Street· P.O. Box 640
Westfield, MA 01086
rlalaod.com
NWST,LLC
267 Hillside Road
Southwick, MA 01077
DATE: Mardl3O, 2815
DATE:
UNAUTIlORlZED ALTERATION OF
THIS DOCUMENT IS A VIOLA nON
OF MASSACHUSETIS STATE LAW
AS NOTED
. r
1+"--3~'_
MIN
...,.". RORAll V i
i
,
i i
, (1'(1'
, I i
i
I
'~ _Iij;;~ ORAININGAGGIUIGA'Ti
,
,
,
,
RNI~~ i
GRADE
I ~OMID
/ ...1 R"IN
,
NOTES:
1. THE WALL DETAIL SHOWN HEREON IS BASED ON
LITERATURE PROVIDED BY REDI-ROCK INTERNATIONAL IN
A DRAWING ENTITLED "GUARDRAIL W/GEOGRID WALL"
DATED DECEMBER 7, 2004.
2. THE INFORMATION SHOWN HEREON IS FOR REFERENCE
ONL Y AND SHALL NOT BE USED FOR FINAL
CONSTRUCTION; DETAIL IS PROVIDED TO DEPICT THe
RELATIONSHIP BETWEEN THe PROPOSED RETAINING WALL
AND PROPOSED GUARDRAIL.
3. THE PROPOSED PRE-ENGINEeRED CONCRETE RETAINING
WALL SHALL BE ENGINEERED FOR FINAL DESIGN BY
OTHeRS. CONTRACTOR SHALL PROVIDE STRUCTURAL SHOP
DRAWINGS TO THE BUILDING INSPECTOR AND OWNER
PRIOR TO INSTALLATION, OVERSIGHT OF BASE AND WALL
INSTALLATION SHALL BE PROVIDED BY THE .
MANUFACTURER AND/OR A STRUCTURAL ENGINEER
ReGISTERED IN THE STATe OF MASSACHUSETTS,
PRDVIDE BASE CDVE'R
AS FURNISHED BY
PDLEMFG. -~
COMPACTED GR
UNDISTURBED
SUBGRADE
1------LIGHT PDLE
SEC]ON
""--"J TIES IfP 12" D.e.
4-#5 VE'RTICAL-EO SPACED
FINISH GRADE
CDNDUIT
GRDUND RDD CONNECT
TO INSIDE METAL POLE
BGLT LAYGUT
& MOUNTING
PROCEDURE AS
PER MFG, SPECS __ ..f
2 LIGHT POLE INSTALLATION DETAIL
NO SCALE
/
NO. SCALE
"REDI-ROCK" REINFORCED RETAINll'NG WALL WITH GUARDRAIL
PLANT AT THE SAME DEPTH
AS PREVIOUSL Y GROM/.
,..--3" PINE BARK MULCH
UNTIE AND ROLL BACK BuRLAP
FROM 1/3 GF ROOT BALL (MIN);
IF SYNTHETIC WRAP IS USED,
REMOVE' CDMPLETEL y. i
SLOPE TO. FORM SAUCER.;
_£~p:22:2:~n..li::1j~~c1i:;2Z:~$,,=PLANT BACKFILL MIXTURiJ
; :
SCARIFy EXISllNG SOIL & BLEND ~ WITH PLANllNG MIX I: I
/2" M!' "'--:-~~~;;;--~~ ___ AND CGMPACT.
• EXISTING SUBGRADE 12,1 12"
MIN.
VARIES
MIN.!
4 SHRUB PLANTING
NO. SCALE
,
SPACE POSTS 8' ae.
.
v
MAX,
WIGAL DUMPSTER ENCLOSURE ELEVATION
10'-0"
-+\r '--
r~~------------------------~
(TYP.) -lAS SHDWN-A ~
3'-0' ON PLAN V "I (TYP.) r-EQUAL "IA EQUAL -"I
c~~ o
6" DIA. CONCRETE FILLED
BOLLARDS 7'-0" LG"
EMBEDDED IN CONCREtE PAD,
(TYP., QTY: 3) eXPOSe: PIPe
5'-0' ABOve SLAB
6
HtA VY DUTY HINGES
(3 REQUIReD tACH GATe)
PIPIt SET IN
CONCRETE TO
RECEIVE DROP ROD
GATE LATCH/LOCK & DROP-ROD
WIGAL ENCLOSURE PLAN V/£W
I 8 I DUMPSTER ENCLOSURE
_ . NO SCALE
."
BLACK RElNFGRCED RUBBER
HDSE (ABGVE' FIRST BRANCH)
THREE STRANDS OF #10 GAUG.f:
TWISTED GAL VAN/ZED STEEL WIRE
GAL VANIZED EYE AND TURNBUCKLE
2'X2" UNPAINTED CEDAR STAKE
(3 STAKES PER TREE) llGHTEN
AS SHDM/.
'.J-..--tt-r-'----TREE WRAPPING PAPER TO
SECOND BRANCH.
TREE SHALL BE SET A T OR ,.
ABDVE' THE ESTABLISHED
FINISHED GRADE.
3" PINE BARK MULCH
SLOPE TO FORM SAUCER.
UNTIE AND ROLL BACK BURLAP
-""""'O::::::~ff~~~~~;1m~~_FROM 1/3 OF RODT BALL (MIN); IF SYNTHETIC WRAP IS USED,
\ REMDVE' COMPLETEL y.
d "+---PLANT BACKFILL MIXTURE.
6 14i=~:::::~~~td----SCARIFY EXlSTlNG SDIL & BLEND 18 " ~, >: ,,-, < WITH PLANllNG MIX 1: I &-COMPACT
1,2"/' ',.'»>//.//>, 1 V .. I EXISTING SUBGRADE
. . VARIES ~
5 TREE PLANTING
NO. SCALE
PCVCAP ~
8"W PVC ----/
HORIZONTAL
RAIL TOP/BOT
5''X?" PVf PQ~T ---~~
(SPACe 8" D.C. MAX.) -...._
L..-_---t----7"W PVC VERTICAL TONGUE & GROOVE
6" THK. REINFORCED---,
CONCRETE PAD
c-
72"
f30AIfD§
FINISHED GRADE
, . '.;-,.... , , ,mil§11: II!=-U==II ~ .. =111'
! "rf~!:!= : =ill
1'-0" LAYeR OF --1 ;:;:;: " fIT
COMPACTED STONE 111:1 '. I ~
__ ----I,XI~;,TII/~NN'(jG SUBGRADE
36"
(3/4"-1 1/2") mfT: " .. "llllil = ;. ..]=ffil_--j----C'ONCR1",E~ FOOTING
ill "c-' Iml
-= =llli nLL'
,~"
TYPICAL ENCLOSURE DUMPSTER SECTION
" REFLECTORIZED (ENG_ GRADE)
6-/ ~HITE TEXT AND SYMBOL ON
BLUE BACKGROUND (TYP.)
:t H...,.,._
''''''''' ---WHEN ----_. ~REQUIRED --.. ,
vm
ACCESSIBLE ALUMINUM SIGN (TYP,) . , .. $300 FINE --
,
• •
1 ~f'P'W BREAKAWAY
: POST '" ,
E? · & '",
, : , ,
: · · HANDICAPPED ·
I; PARKING
11 sPEO.6.l PlA lE RE.QJRfD
IJrfAUlllORllUl vrncu:s
11
Mo\Y BE fIDlOVED o\T ...... ~ """'"
11 PERMANENTLY
I : FINISHED GROUND 1 1V:NSTALLED INTO
I ; L ,
~ N,T,S.
CI.Q..It: MAXIMUM MOUNTING DISTANCE FROM HEAD Of STALL IS 10'
ELE8SE SE~: MGl CAOi21-22A, AA8 521 CMR 23.00, AGAWAM CODE §169-28
0It,.\WN S'I': JO(I ""'"''' .., ...... SHt. NO;
rM.1'E:. 01/Ct/10 TOWN OF AGAWAM
D'Mi. N()~ 1 CONSTRucnON STANDAROS
~IJ(:WCC
neE .C" CATCH eASiN rre SttI"lM!
'.
-'CC(SSIBli PARKINC SlGN
, , ,.
. .
s· ..
, •
',,'
i', .• ' t-' t. ", ~ '.
l
~, -r
-
•
'==..iill K:-
, -.. ~-...... • " ...... _ .......• f
:-';" s.....aLl 21JWc.. :.: , r~ a
,:.~. ~'"'o; ~ '.' .-.;. '. : ,.;' ',~ .. --
CATCH BASIN
All CATCH B.SIN TOPS ARE
TO BE LAID lEVEL.
VANI2ED fRAME AND GRATE ....
-r
. " --.-.
PRECAST CATCH BASIN
'TYPE C' ...
H
DAAWI'I 8'fM) Il£V. BY: JTl:,-...oc PRO.IECf Slir. tWIE SIft, 00. B
t;;;;~~'~'~~~~~'~'M~~~ ________ ~ ________ ~~ _9
--TOWN Of AGAWNA
tMC. N'l., I CONSTRUCTION STAfrfD.a.ROS CATCH BASIN 0-.:5
~fIY;J1O
6'
~-12" x 5/8" DIA. GALVANIZED
CARRIAGE BOLT. WASHER '" NUT ~=~ COUNTERSUNK 1/2" MAX, (TYP.)
PLAN VIEW NOTES
-ALL TIMBERS TO BE SOUTHERN
YELLOW PINE
I" CHAMFER
(ALL EDGES)
-WOOD TO Be meA TED
2'
3'
r1~~~*~~~~--'-4")(8"X8' TIMBER RAIL
FINISH GRADE
Y.>~-6" MIN. COMPACTED
GRA VEL AROUND POST
......... ~-8 .. x8 .. x6·
TIMBER POSTS
--UNDISTURBED SOIL
FRONT ELEVA TlON
3 fa00D GUARDRAIL DETAIL
'" ,---
9'
IICCESSIBLE ARKIN(; SIGN (SEE DETAIL A-I)
5' (8' FOR VAN) 9'
ACCESSIBLE
ARKING SIGN (SEE DETAIL A-I)
ttilIt! SE:£ IIIAB 521 CMR: 23.00 FOR REQUIRED NUMBER OF SPACES AND PROPORTION OF VAN ACCESSIBLE SPACES.
~MO" I
PRECAST CONCRETE PRAIN MANHOLE
.-
-11-11-',", -
''''-H-
.u.s. m...,
~~~'=-=; =='JU PRW" ""
D~, f'~-.~: ~y mo", aft
~=::::;=['-~1 ~:::sD """:1."'" r 8A5E IlETt.IlS
TO¥\tt or AGAWAM COtiSTRUCllON STANDARDS PAECAST DRAIN MANHOlE 1)-1
PE
. ,
:EV1<1SOlIF, ASSOCIATES, INC
Landseape Architectll
Civil Engineers' Land Surveyors
Envlronmental Consnltants
ph; 413$68.0985 fax; 413.568.0986
40 ~bool Street· P,O, Box 640
Westfield, MA 01086
rlalano,com
NWST,LLC
267 Hillside Road
Southwick, MA 01077
March 30, 2015
DATE:
UNAUlHORlZED ALTERATION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSETIS STATE LAW
AS NOTED
,. -"
.. TRENCH WID TH
PIPE DIA. + 2.0·j
I
UnLlTY WARNI~G TAPE
MARKED "WA Tl!;R"
PREVIOUSL Y EXCAVATED MA TERIAL
8" MAXIMUM STONE DIAMETER
SAND (MHO 1.04.0 (TYPE 0) OR
~-GRAVEL BORRdw (MHO MI.03.0 TYPE b)
!
WATER PIPE
4" SAND (MHDi /.04.0 (TYPE 0) OR
GRAVEL BORROW (MHD MI.03.0 TYPE b)
NOTES: .
1.) COMPAq ALL BACKFILL MATERIAL WITH VIBRATORY PLA TE
EQUIPMENT (MINIMUM TWO~ASSES) TO A MINIMUM DENSITY
OF 95% OF THE STANDARD PROCTOR DENSITY AS otTERMINED
BY AS7M 0698
2.) PLACE BACKFILL MA TERIAL$ IN MAXIMUM ONE FOOT iLlFTS
t TYPICAL WATERMAINTRENCH SECTION
NO SCALE
WATER MAIN
CORP. STOP
. SERVICE LINE CURB BOX
PLAN
5'-0"
MIN.
MAIN
SIDE
CORPORA nON STOP
WATER MAIN
SECTION
ADJUSTABLE
SERVICE BOX
CURB STOP
HOUSE
SIDE
CONNECT TO
EXISTING SERVICE
SUPPL Y FlmNGS AS
REQUIRED
5 TYPICAL WATER SERVICE CONNECTION
7
NO SCALE
DOWNSPOUT
(VERIFY SIZE WI TH
ARCHITECTURAl.. PLANS)
I" OVERLAP --------------
/
\,-___ ----'---45· BEND
~-;-:--_-~_-~PVC (VARIABLE! LENGTH)
• PIPE DIAMETER 'AS REO'D
TO ACCEPT DOWNSPOUT
WAJER TIGHT
CONNCEC7JON
45' BEND
,
SEE SITE PLANS FOR
SIZE OF COLLECTOR
DOWNSPOUT COLLECTOR DETAIL
NO SCALE
LIMITS OF
TRENCH EXCAVA nON ~A
EXISnNG unLlTY 1-"::"1
L~;a-. NEW PIPE
VARIES
~ SEE TYPICAL
TRENCH SECTION
SCREENED GRA VEL FROM
UNDISTURBED EARTH TO
MID-DIAMETER OF EXISTING
UTILITY TYPICAL SECTION
12" l~1':ir-__ 12"1 ___ ------v:~ •
EXISnNG UTILITY VARIES
UNDISTURBED
MATERIAL
t
NEW PIPE
SECT/ON "A-A"
2 UTILITY CROSSING DETAIL
NO SCALE
FINISH GRADE
I r e" MIN.
5'-0'
MIN.
WATER MAIN
CONCRETE BLOCK
CONCRETE COLLAR
IN NON-PAVED
AREAS ONLY
ADJUSTABLE
VALVE BOX
GATE VALVE
(MJ x MJ)
NOTES
1. ALL VAL VE BOXES LOCA TED IN
NON-PAVED AREAS SHALL BE
ENCASED IN MIN. e" THICK
CONCRETE, 6" ALL AROUND
2. SET VALVE BOX FLUSH IN
PAVED AREAS
6 TYPICAL BURIED VALVE
NO SCALE
FRAWE TO 8£ EQUAl (AS ~ 8'1 H
TOWN EMOINEER) TO -l.£8AAOH LK HOlt."
toTAl.. 'M1GHT or FRAIoE 41; CCMJI! • 48e l8S
I IT
,.'
101
24" MANHOLE COVER
at ,/.-
I
!OJ
I I iI-I ---'LU'_,=i!i"--lI~J
I !fliT I
SECTION A-A
24' MANHOLE FRAME ••• ...... 1
PftOJECT SHT. NNr.iE SHT. NO.
TOWN Of AGAWAM
CONSTRUCTION STANDARDS
DRAIN MANHOLE
FRAME AND COVER 0-2
CQMPACT(D GRANUlAR ~~~~tt;b'G1N~~RDV[D
JNITIAL BACKF'tLL --\--
.'
D/2
SPRING UNE Of PIPE I--f---+--j ---f--'--
CRUSHED STONE
FOUNDA~ON
TRENCH SECTION
N.T.S
D/2
G'
AS ORDERED B~
THE ENGINEER
2"
I 1'-0" I· 2'-6 3/4" I 1'-0" I -+·Q~~~~~·~~-~~~~~'4·<o~·~
SECTION A - A
t3
~
.J:l ~ TOP VIEW
2" 2"
11 1/~21" --~r:~.~. :·j .. ~¥;h;J;l~h· ;' :~. . -. . ,'. .
7 13/16~
1 "-0" I • ::It:. :I 2'-1 3/S"
SECTION 8-B
CATCH fJe.SIN
ALL CA TCH BA~N! TOPS ARE
TO BE LAID, LfVEL,
DESIGN. NOTES:
1. CONCRETt 4000 P.S.I .• 28 DA'li. ,
2. REINFORCElIENT. 14 RR BAR !
3. MADE TO STATE ANO lPWI< sPEClF1CA11O!lS.
4. WEIGHT, APPROX. 1700 lBS. . .
5. GALVANIZED FRAME ANO GRATE
ALVANIZED FRAME AND GRATE
...... ...........,. PROJECT 1-'i~~~~~'W~Z~ _________ I"_" __ "~~ ______________ __ SHT. NN.E
QATCH BASIN TOP i
"NEENAH" ~-1506 5ERIES
FLOOR BOX FRAME AND LID,
OR EQUAl W/S.S. CAP SCREW
UD ClOSURE--,.
CLASS "A·' CONCRETE
BIT. CONe. PAVEMENT
AS SPEClFlED
." UARE
6
GRASS
12" 18"
CLEAN OUT wL/-:Jt1..1Q:U=~-.l I
SCREW IN PL:h
VARIES SWEEP
-I-~-N01E: 4" _ PVC SEWER PIPE
A.ND F1T11NGS TO BE ASTM
0-3033 Of 0-3034 SDR-35
SANITARY CLEANOUT
N.T.$.
CLEANOUT REQUIRED EVERY 100' OF LATERAL
DRAWN BY: OMO PROJECT SHl. NAW£
~m 12-5--96
DWG. NO.: 1
ItPPftOVED 8'(: JTO
TO"",,, Of ACAWAM
CONSTRUCTION STANDARDS SAN'TARY CLEANOUT
tvir£; 1-22-03
own HQ. I
SHT. NO.
5-5
l"IFT UP TO 10' FRet.(
HOUSE. j" 1FT
INSIDE 10 FT
P<JC PLUG
, TO""'" Of AGAWAM
CONSTRUCTION STANDARDS AC -' TYPE "C' .
USED W/ BIT. CUR~
PVC PlUG
PVC 6U1LD\NG SEWER
LONG ~ 45' BEND
PROPERTY UNE
EXIST aRAO€
LOCATION STAKE 4' t.4IN. CO\£R
LESS THAN NIN. wl)ST BE
APPROVED BY
~I
1/4~ P£R rOOT
(MINIMULI
CIT( ENGI~EER LONG SItIIUP '45' BEND i ...
PVC BUII..DWG SE'lIER
SECTION
NO"'"'
1. BUILDING SEWERS SHAll 8E .". ~CEPT AS
DlREClID 8Y THE ENQNEER
2. LOCAllQN AND DEPlHS Of BUILDING 5E~ TO BE DE1£RIrotINED IN THE FIElO BY THE ENGINEER
3. AU. PIPE TO BE "RINC-Til[-{RUBBER G~
BUILDING SEWER CONNECTION
N.T,S,
4$' W'r'E .
PVCUAINSEYER
PERMI
. Np .
R LEVESQUE ASSOCIATES, INC
Landscape Architects
elvu Engineers' Land Surveyors
Environmental Consultants
,ph: 413.$68.0985 fax: 413,,568.0986
40 Scl\ool Street· P.O. Do" 640
Westfield, MA 01086
FOR:
__ ~NWST, LLC
267 Hillside Road
Soutlrwick, MA 1I11l'!'!
March 30. 20t5
UNAUTHORIZED ALTERATION OF
THIS DOeUMENT IS A VIOLATION
OFMASSACHUSETfS STAlE LAW
AS NOTED
. '. ,~.
!' ,
"',
~-'8" MIN. D£PTH '"-2" STONE
SIU S£mING BA.SIN-,
8" PVC PIPE:
,
3'-0" 2'-0"
i I TEMPORARY SEDIMENT BASIN
____ ,S,;.T: ... APLE OR PIN BLANKET IN ACCORDANCE
MANUF'ACTURERS SPECIFICA nONS
4 AlIL POl Y. LlN£R (NON-P£RFORA T£O)
'"-2" STON£
£XISllNC GRAD£
EROSION CONTROL FABRIC EQUAL TO
NORTH AMERICAN GREEN SC150
ANCHOR BLANKET IN A TRENCH
ALONG THE TOP OF SLOPE
BACKF'ILL AND COMPACT
PREPARE SLOPE BEFORE APPL Y1NG
SLOPE PROTECnON MA TERIAL
4 ' LOAM BORROW & HYDROS£W
3 (TYP.)
4 SLOPE PROTECTION MA TERJAL INST ALLA TION
NO SCALE
•
~~w".tC::':~.',: r (~~
I 15'-... I I--
SECTION A-A c-i
c-,
'--
5fi IIN111UII
A*-h i j~.1 ~ l ;n7~· ~;?::·~},~;(!;':tt~";;'"i:~';·"~' '" :~::~ i , I .~.~ ....... :, .,_~;,.~., .... ,.~.'t"''<-'''jI-.,;.,\;.;t.,.Il''''''; .,~ -_;:;i·· ~L }{]B~ ~f;~i~~~t~~}J7-7~~~'~:~{. '" .'.'f ,. c-~ ill
A
MAlNTAlN SlOEWAL~/ -THROUGH ENTRANCE ,
(IF PRESENT) -
-
,
i== " ,
-
-tlQIES' , 1. EACH SI!!: ENTRANCE IS TO HAVE " lEMPORARY CONSlRUCTION 2. STON£ IS Tq BE 1-3/4' ENTRANCE.
TO 3" ANGULAR CRUSHED STONE. 3. ANY SEDIMENT TRACKED INTO lHE RO..oWAY NEEDS TO BE Ct£AN[O IUMEDIA TEL Vf 4. ADDH10NAL STONE IS TO BE ADOEO TO THE PAD AS NEEDED TO hlAINTAIN
THE ORI~NAI-OEPlH,
5. ANY SIDEWAlK DAMAGED DURING CONSTRUCTION MUST BE REPLACED AT
6. !HE CONTR~CTORS/DE'lElOPERS EXPENSE.
SIDEWALK U~ST REMAIN PASSABLE, I~ THE srOEWALt< BECOMES UNSAfE OR
IMPASSABLE, A T£"PORARY SiDEWALK/ SIDEWAlJ( DETOUR MUST BE
PROVIDED. .
TE;MPQR6fn: CONST~UCTION EtHRANCE , N.T.S
,
DRAWN BY: .., PROJECT SHf, ...... SliT, NO.
OA~ 031!!!@.. R(Y: O1t!9C!,O TO"",, OF ACAWAM """. NO.: 1 CONSTRUCTION T£"PORARY CONSTRUCTIOO £5-1 STANDARDS EN1RANCE
~ sr.MCC ;
10' ~INIMU~ FROt.I T<i: or ~(PE
SECTION A-A
NotEs:
1 ~ SIlT FENCE IS TO BE INSTALLED RErooE ANY LAND DISnJRBING
AClIV"TES START AT lHE COHSTRUCUON SITE -OR-AS
DlREClED IN mE SITE'S EROSION ~D SEDIWENTIo,llON PLAN.
2; INSPECT SILT F£Nct ON 'l\{[KlY BAStS "-NO AF1ER £.4CH RAIN
ANY DE~RlOR"'TED/DAU"'CEO SILT FENCE MUST 9£ REPLACED
IIriIUEDfA"Tn.V.
3i REWOI,£ SIt. T F'Rc.A r£NCE AS NEEOED -OR-\\HEN 1HE sa. T H~S ACCUMI..V.TED TO HALF THE ORIGtNAI.. HDGHT OF THE
FENCL
.c; MiEN JOINNO NO SECtlONS OF rENCE, ROLL lHE END STAKES
TOGE1Hrn SUC>I THA. T THERE IS NO CAP IN THE rENeE,
O~l"'PPlNG F£NCE SECtiONS IS NOT ~ A.CCEPTABLE
~TERNAn~
SILT FENCE
N. T.S
DRAWN :av: .100 PROJ£CT SHT. tWlE SHT. NO.
D.lt.m 3/8/2007 TO¥IN Of A.GAWAJA 83-SILT FENCE ES-2 owe. NO.: 1 CONSTRUC1lON STANDARDS
~!'I":WCC ~~==~~------~--------~~
,5
£XISTfNG
GRAO£
:('; "y/V::~~
<-'< Z'-O" "
_~.,--SILT FENC£
____ ----RL 7£R FABRIC
.____--STAKED STRAW
r.-..--fl=-s... BALES
PROPOSED GRAD£
now
'---COMPLETEL Y BURY
AL 7£R FABRIC IN TR£NCH
SECTfQN
EROSION CONTROL DOUBLE BARRIER
NO SCALE , (FOR INSTALLA llON NOlES SEE SH££T C-2) '----'
DUMP STRAP
DUMP STRAP
2 EACH
DUMP STRAPS
1" (25mm) REBAR
FOR BAG REMOVAL -~::::::::::-------.':S~ FROM INLET
SILT SACK
EXPANSION RESTRAINT
[Y." (amm) NYLON ROPE,
2" (51mm) FLAT WASHERS]
,
• •
•
,
• • ~
• •
8 INLET PROTECTION SEDIMENT FILTER SACK
NO SCALE
,
. i
10' MINtMUM FROM TO£ OF SLOP£
UNDISTURBED
GROUND
FlL IDl r ABRIC
FABRIC MESH TUBE
IF
STAKE
WOOO-CHP 8<
COt.IPOST IMX
COt.IPACT)REHCH
IN SWAl£S OR AREAS or
CONCENTRATED RUNOFF ADD
COMPOST /WOO(l-CHIP MIX OR
PEASTONE ON UPSlOPE SlOC
, z" DIA Fit TER, SQCK Byi
FIL TREXX.C0R EQUAL) i
INSTALL P~R MANUFAC1'l1RE~·S
SPECIFICA,!)ONS !'
3 EROSION CONTROL-DOUBLE BARRIER!
NO SCALE -AGAWAM DETAIL ES-2 &-FIL7£R SOCK
STAKED HA Y ----.,.
SALES
S017rJM
OF SWAL£
2'-0"
4' F:MB£IJM£NT (MIN)
!
SFC7ION "A-A"
"s"
2'-0"
JiQJE:.
POINT'S" SHO()W SE
HIGHER THAN POIN T "A'
i A
STAKED HA Y SALES
ElFVATlQN
BOTTOM OF SWALE
WOODEN STAKE :
1 1/2" X '/2" t/rN.
6 IRA Y BALE CHECK DAM x-sECTION
___ ~~.~TCH BASIN OR
"""""" MANHOLE
....-HAY BAL£
: !
i ....--·IN~;TA,'.L AL TER FABflC
(fNO£R GRA T£. MIN. I
4" O~R4.AP !
~L.---~fVCVJ.sTAK£
NOTES:
1. INSTALL BARRI£R A T EACH CATCH BASIN AND ORAINAGE' BA$tN .
CA TCH BASINS IN PA VEMENT AREAS ARE TO R£CEIVE ONL Y TH£
RL 7£R FABRIC TREA TAI£NT.
2. TIW (2) WOOD STAKES MINtMUM PER HA YeALE. S7££L OOItEI.s
SHALL B£ UllUZ£D WH£R£ WOOD STAK£S CAN NOR B£ DRIVEN
INTO GROUND
9 STORM INLET PROTECTION IDET AIL
NO SCALE (FOR INSTALLA llON N07£S SEE SH££~ C-I)
PER.M.
! , '
i ;
!
, !
~ :
I :
, , .
i •
, i ; , ,
,EV:KS(!UE ASSOCIATES, INC
Laudscape Architects
i Civil E~KiDeers . Laud Surveyors
Env&onmental Consultants
. ,
, ph: 413.561.0985 fax: 413.568.0986 ' , ,
! ,.,-------------------------I I'
I !; 40 Sehool Street· P.O. BOI 640
, I ' Westfield, MA 01086
I,
I ' '" , i rlalant.com
i I
I ,
, I
! :
FOR:
NWST,LLC
267 Hillside Road
Soyt!twick, MA 01077
March 30, 211 5
DATE:
i : ,! UNAUTHORlZEDALTERATIONOF
" TIllS DOCUMENT IS A VIOLATION
: ~ OPMASSACHUSETTSSTATELAW
AS NomD
f
.. J
2
NOTES:
,. AL4 SIDEWALK SLOPES ARE MAXIMUMS.
2. ALL SII'JEWALKS ARE TO BE CO"!STRUCTED TO THE SAME SPECIFICA 710N FOUND IN MHO
SUPPLEMENTAL SPECIFICA nONS ,TO THE 1988 STANDARD SPECIFICA nONS FOR HIGHW~YS AND BRIDGES. ENGLlSJ; UNITS, JUNE 6, 2006 SEC710NS 701.00 TO 701.61
INCLUSIVE, AS AMENDED -UNLESS OTHERWISE SPECIFIED.
J. ALL SIDEWALKS ARE TO BE 400b PSI (28 DAY) PORTI.AND CEMENT CONCRETE, 6%;1;1%
AIR EN '/RAINED. '
4. TOOL ALL JOIN TS AND EDGES. '
5. SIDEWALK IS TO BE POURED IN ~L TERNA 71NG 20' LENGTHS TO ACCOUNT FOR PANEL
CONTRJ\cnONDURING DRYING. i
INSTALL 1/2" THICK PREFORMED. EXPANSION JOINT FILLER (1.1.9.14.0) AT 20' INTERVALS
BROOM : FINISH SIDEWALK OPPOsiTE TO THE DIREcnON OF TRAVEL
6.
7.
8. SIDEWALK IS REQUIRED TO BEs'i§VERED WITH PLAS71C ANO KEPT MOIST FOR MINIMUM
OF 72 HOURS AFTER IT HAS ! -UP.
9. DETECTABLE WARNING PANEL ARE TO COMPLY WITH ADA 4.29.2
10. DETECTABLE WARNING PANEL Tll BE CAST IN PLACE DETECTABLE WARNING PANEL.
!
FULL CURB/BERM
CURB/BERM TRANSI710N
MATCH WALK WlDTH_-----: /-;~
(4.0' MIN.) /,
NOTE: ALL WORK SHAL4 CONFORM TO
APPLICABLE LOCAL ORDINANCES AS W£LL
AS LA TEST ADA STANDARDS.
1: 12 (8. :J%) MAX. RAMP SLOPE
DETECTABLE WARNING PANEL
1:50 (2.0X) MAX. SLOPE
(4.0' x 4.0' MIN. LANDING)
I: 20 (5.0%) MAXIMUM
ADJOURNING SLOPE
ACCESSIBLE RAMP J, PARALLEL CURB CUT
NO SCALe
NOTES: .. " .
1. ALL SIODVALki SLOPES ARE MAXIMUMS)
2. ALL SIDEWALM,S ARE TO BE CONsTRuc'Tm TO THE SAME SPECIFICA 710N FOUND IN MHO
SUPPLEMENTAl. SPE:CIFICA710NS TO THEr 1988 STANDARD SPECIFICAnONS FOR
HIGHWAYS AND BRIDGES, ENGLISH UNI7fS, JUNE 6, 2006 SEC1l0NS 701.00 TO 701.61
INCLUSIVE. A$ AMENDED -UNLESS OTHERWISE SPECIFIED,
J. ALL SIDEWAL~S ARE TO BE 4000 PSI (28 DAY) PORTlAND CEMENT CONCRETE, 6%±1%
AIR ENTRAINEp. .
4. TOOL ALL JOINTS AND EDGES. I
5. SIDEWALK IS TO BE POURED IN ALTERNA71NG 20' LENGTHS TO ACCOUNT FOR PANEL
CONTRAC710N 'DURING DRYING. !
6. INSTALL 1/2": THICK PREFORMED EXPANSION JOINT FILLER (M.9.14.0) AT 20' INTERVALS
7. BROOM FINISH SIDEWALK OPPOSI TE TO THE DIREC710N OF TRA VEL
8. SIDEWALK IS REQUIRED TO BE COI-£RED WITH PLAS71C AND KEPT MOIST FOR MINIMUM
OF 72 HOURS AFTER IT HAS SET-UP.
9. DETECTABLE WARNING PANEL ARE TO COMPL Y Wl1H ADA 4.29.2
10. DETECTABLE WARNING PANEL TO BE CAST IN PLACE DETECTABLE WARNING PANEL
FULL CURB/BERM
MATCH WALK WlD~ ____ ----~~"
(4.0' MIN.)
NOTE: ALL WORK SHALL CONFORM TO
APPLICABLE LOCAL ORDINANCES AS W£LL
AS LA TEST ADA STANDARDS.
ACCESSlaLE CURB RAMP
NO SCALf
CURB/BERM TRANSmON
1: 10 (10.0%) MAX. FLARE SLOPE
DETECTABLE WARNING PANeL
1: 50 (2.0%) MAX. SLOPE
(4.0' x 4.0' MIN. LANDING)
1: 12 (8.J%) MAX.
RAMP SLOPE
1: 20 (5.0%) MAXIMUM
ADJOURNING SLOPE
5
H
SEAL PIP!': .' CONNEC710N~ ~ •
---:--:--
* , .
----l 24"±1" '"' '----,
48" +-+--'---1 alA.
,
,
,
• ,
STANDARD MANHOLE
FRAME AND COVER
PRECAST CONCRETE
STRUCTURE
6" DIA. ORIFICE
OUTSIDE OF PIPE + 2" CL!':ARANCE JNY:l12aQ _i'..l:.§Q -LNY~?J2J)_
PROVIDE "V": OPENINGS , ,
SECTION A-A
OUTLET CONTROL STRUCTURE -SUBSURFACE #1
SEAL PIPE
CONNEC710NS
OUTSIDE: OF PIPE
+2" CLEARANCE
5" MIN.
----,
--'----,
,
•
,
48" +-+---1. DIA. •
,
,
_l'JM
~~.'l.U:9_
PROVIDE "V" OPENlNGS7 ' '---. -L.-',._-.--I,
SECTION A-A
STANDARD MANHOLE
FRAME AND COVER
PRECAST CONCRETE
STRUCTURE
6" DIA. ORIFICE:
OUTLETCONTRbLSTRUCTURE-SUBSURFACE#2
J.. AU. ~ NIl lU I[ 40lIO P!iJ (2I lAy) ramJH) CDOfT CCJIiIXI. .'1 ,. omtANI/,
.. o.RINQ TQ • \OIlI'.N. ~ a.iIa' -<11-ICAST II PUCE: IICWnIJID COIEkT t.:oIOIE1t F ~TU TO MIl .tf'f'II(MD ar Df'Il stOltE
lie • 11'-0" tf1EJIYJiS
l. Hal lH[ 1IOItl.I: IS 1C5f~ ~ A: 0MIIf,: iIIE ~-# SCORE LJIE tnEJi:vAlI5 It03II£ ON ... 0410 l1£ MiOE It£ WM. 10. roa. m .QI1l NI1 EIXl[$ ,
11. .ui ~ F'RIII 'OlICIllJtNllt: C1IRB ro ~ l'lf'[ Z flfIN A 4 n GlUNlE l'ItAH!lllDlt 15 IIQJIIID. ATlBrWTtIC TO lIIlJI)
1HE ~ T"ft. IIDlli 10 ~ QWtlE ~ OR F'El.D WT'JIIHG A QWrII 1lWnJ1IOM NE PlOT All AaB'TJaI Al~"II'£
12. $U1WJ( IS TO I( PWD .. M.DMlIC 2tf 1DI:i~ TO NXCUIT FOI , ... 0(J('IlAC'InI 0I.ItIJIIG, ~
IJ. fII$l.fIU. I/t: 'ItIr.iII ~ DP~ ....0 fUDt (li.LI....o) ,.., lIf 1N1PIVAi,S , ... 8IIIXIf fIIII4 SIJEWI.LK CPPOIII1E to 1tt[ DRr:ION CI' lRAWl
I$. SIOWJ( 1$ rt:<MG 10 II: OO'IQIID U f'US1IC NIl kD'T IIIJST fClt WMII a 1:2 HClItS IIf"I!R " tWi SCF-tJ'. ,e.. DETECTAll! ~ PNIEl. IItl lO ClII!'ly MIt .tOA. '.2U
17. OEIECTf&! ~ PNIl 10 f!I[ ~ II PUCE omcfla[ _ f>.vn. 24""11t1'. fEDWl 'IfL!JM. rmIf; l..aollPtOzy, WO, BY: N».
nU1ION5 tIC.. 1 SIIt'ttY atO.l. 2ND AA M. M.lflItICA. "" 0l1!l52, I'fItADA'llLCOI -()It-~ EDUN,..
11. SIDAlJ(S ARE ro II: MTAWD MtO..Ui Dll'lEWAYS. SIQ,IO( fIftllS m E!E II!OI¥ FED, NO Jt.1mtATE I'1IISt IS HJ..OIiIfD I.E. srMflOl,
EPOIO' fJIHD. ElC.. .• '1lt( 1.~ (to.!IaIQ ctOSS ~ WST II[ ...... TMrID 1lIIOUciH ~'!S. 1'. Nf( owa:s It IICUCIS. FINS. L\mIEJnS. NC RAt-A'S HllD II[ SHolItI CI6 AI8f.C DeJNlI'I( I't.NtS PIDOt ,., M !!iICIf Cf?' t;I M
PIlOt lIST.
21. .-u. ~A'" IS TO CiCM'ly n /IliA.". lOllI CUI[ KClKJI .... .u
SIDEWALK CURB CUT
N.T.S.
DfWWN BY:JGO PROJECT SHI' • .-.: SHT. NO.
FIN, H
FIN H
MTE:05/27/O! TOWN OF AGA.WA.M SIDEWALK CURB CUT WI H-7 8j3
owo. NO., 1 CONSlRUCnoN STANDARDS DETECTABLE WARNINC PANEL
~~====O~~~'=~==~~~~ __________________ 1-__________________ 1-____ J
- 7
, 24"±1"
-2'5.
=--,'
.. ~. , ,
,
.1 r!
II:> .. .. i .,. ,.
, •
! .. , .. i p ,
,
P •
, ,
P
,
" ,
, ,
, .
• • • ,
'I , L.-~;--"---,....--J
" ,
•
•
'" .. i ,
• •
"
SECTION 8 -8
~ 17.
24":::1:1"
a-2'J.70
,
•
P.
, ,
•
'P •
, P , ,
i
! " ,
IV .'
P •
,
•
•
•
•. , ~......L' ........--:-_-.--~ :" ..
P • , ,
SECTION 8-8
,
,
•
STANDARD MANHOLE
FRAME AND COVER
PRECAST CONCRETE
STRUCTURE
OVERFLOW
W£IR
6" DIA. ORIFICE
STANDARD MANHOLE
FRAME AND COVER
PRECAST CONCRETE
STRUCTURE
OI-£RFLOW
WEIR
6' DIA. ORIFICE
PRECAST CONCRETE
STRUCTURE
OVERFLOW W£IR
(
OVERFLOW W£IR
B
B
12" FROM
SUBSURFACE
, ,
,----A
,
,
12"rnOIol
SUBfiURFACE
•
B
'i,X:'I--_-J.'.-' i-6" OIA. CiRI,F/6E
12"
A
: :
PRECAST CONCRETF;
STRUCTURE ; i
, f
6" DIA. ORlflCt'
: ;
B AI ,
t
'----A
PERM.
. i
I
I .1 '
I'
I
,.
I I ; , ,
! i
: i
i i
, ' : i ; i ; !
I ! , i
! '
,
; :
i !
: ! , ' ~ ~
! ! : i
I ;
. , ,
\ I
i ' i
I
. I
EV1~(J~UE ASSOCIATES, INC
Landscape Arcbitects
. Civil EJ!igineers . Land Surveyors
EnvUoomental Consultants
i ~~----------~ i pb:',413.S68.0985 fax: 413.568.0986
;~~--~-----------------I; 40 SchOOl Street· P.O, Bo); 640 "' ,
: ; Westfield, MA 01086
rlaland.com
PREl'ARED FOR:
. ! : !
NWST,LLC
267 mUside Road
Southwick, MA 01077
Marcb30,
DATE:
UNAUTIlORIZED AI.. TERA TION OF
THIS DOCiIMENT IS A VIOLATION
Of MASSACHUSETTS STATE LAW
AS NOTED
,
i
ose • ommerCla men eve 0
14, 26, 32, & 38 N. Westfield St. (Map E10, Parcels 12, 13, 14, & 15)
Agawam, MA 01001
Dial Before You Di
Gas. electric. telephone and cable television
companies have underground p{pes and
cobles in places you'd least expect.
So it's a good idea for anyone whO' does any
excolKlting to' check beforehand to' make sure
there is no danger of damaging these facilities.
In foct, stote lows in Massachusetts. New
Hampshire. Rhode Island and Vermont make it
mandatory for anyone doing excavating work to' notify utility componfes well ahead of tTme.
(Rhode Island and Vermont require 48 hours
prior notice ond the other two states require 72 hours.)
The utility companies hove simpUfied this
notifIcation process by providing (} toll-free
number. One caff to this "Dig Safe" line
sotisfies the low and enables all of the
utilities to receive the Information.
In Massachusetts, the number is 1-888-344-7233.
In Moine, New Hampshire. Vermont and
Rhode Island, the number is 1-888-344-7233.
If there are underground facHities in your
area, the utifity company will identify their
location for you. This will eliminate tht'J
possibilrty of damage cnd save 'you the
expense of costly repairs.
So be on the safe side and dial before
you stort to dig.
DIGSAFE
RLA Project Number: 120929
ZONING INFORMA TlON
LOT INFORMA llON
ZONE BUSINESS A
PARCEL AREA 2.80 ACRES x
WATER PUBLIC
SEWER PUBLIC
PROJECT INFORMA llON Required Provided
MINIMUM LOT 51ZE -2.80 ACRES x
MINIMUM FRONT SETBACK 35' 36'
MINIMUM SlOE YARD SETBACK -32.9'
MINIMUM REAR YARD SETBACK 25' >25'
MAXIMUM BUILDING HEIGHT 3 STORIES I STORY
MAXIMUM BUILDING COVERAGE 50% 9.6%
PARKING REQUIRED 101 107
SOUR CE:
AS PREPARED FOR
NWST,LLC
267 Hillside Road
Southwick, MA 01077
,
G
USGS, West Springfield, Portiol Quod
--------------~
March 30, 2015
Revised: June 4, 2015
BY
SHEET NO.
T-l
EX-l
-
C-l
C-2
C-3
C-4
C-5
C-6
C-7
C-8
0 -1
0 -2
0-3
D-4
D-5
0-6
R LEVESQUE
ASSOCIATES~
A LAND PLANNING SERVICES COMPANY
40 School Street . Westfield, MA . 01085
ph 413.568.0985 . fax 413.568.0986
www.rlaland.com
.------------------------------------------------_.-
ORA WING INDEX
SHEET NAME ISSUE REVISION
DATE DATE
TITlE SHEET 3/30/15 6/4/15
EXISTING CONDITIONS AND SITE: PREPARATION PLAN 3/30/15 5/6/15
,
.
PLAN OF LAND IN AGAWAM, MASSACHUSETTS 3/30/15 5/6/15
NOTES, SYMBOL & LINE LEGEND AND ABBREVlA TlONS 3/30/15
CONSTRUCTION NOTES .. 3/30/15
SITE LA YOur PLAN 3/30/15 6/4/15
GRADING & EROSION CONTROL PLAN 3/30/15 6/4/15
DRAINAGE PLAN :-3/30/15 6/4/15 ,.
UTILITY PLAN 3/30/15 6/4/15
LANDSCAPING PLAN 3/30/15 6/4/15
PHO rOMETRIC PLAN 3/30/15 5/6/15
OETAILS 3/30/15 5/6/15
DETAILS 3/30/15 5/6/15
DETAILS 3/30/15 5/6/15
DETAILS 3/30/15 6/4/15
DETAILS 3/30/15
DETAILS 3/.30/15 5/6/15
I / .----__...J
PERMITTING
,
\
L~\ND N/F
MURPHY
FEEv!~~C; f~~LLS
::)NCf(CGA TfO~~AL
CH;jRCH
LAJ'~O H/F
GRAND RUN
IOLDINGS 1, LLC
I.AND NjF
DA.MON
RELOCATE SPEED
LIMIT _,_". __
PROPOSED
EXIT ONL Y SIGN
I
I
I
I
I
I
I
NEW---~--t1+-____ .Lj BITUMINOUS
PAVEMENT i
DRAINAGE
APRON I
------
:..AND N/F
8ARMCN A. BOTTA
A\!D
EMIDOJ) 80T1"/1,
PROPOSED STOP ~
SIGN AND BAR ~
I
I
I -----
/
I
I
i i I ,
I
I • ~"--··-·~.L ... "
i
! ;
I I
LAND N/F
6RA,G/~.R,4U S. LLC
'······,~.w,~
CONC. PAD AT
MENU BOARD
(20' X 10')
MENU BOARD
CONCRETE PAVER PA,rlo .-J~--:U~-=-:;:±Ijfj~-::-=-:~
W/ DECORATIVE FENCE ~~~::=~i!ffR~:;=t~~4El:;
CONCRETE PATlo~-=~~==~~~~~~~~~~~~~~~;;~~~~~~~~~;r{~~~~j~
"-l~X 12'
PAVER PAlJ!?
PROPOSED PYLCN
SIGN (TBD)
,)0/[
ij:.:/'~ ... ,
I
I ;,
GRAPHIC SCALE -o . _ _ ,. ~I "-~-"-~iiiiiii 1~!iiiiiiiiiiiiiiiiiiiiiiiiiiiiiil~~~~~1
( IN FEET)
1 inch -30 ft.
PLANTER
tfl
PROPOSED
MEDICAL BUILDING
6.720 S.F.
FFE=218.7
PROPOSED
CREDIT UNION
2,680 S.F.
FFE=219.1
VVQOf)
f?' Hj(Jh
:T'\CF
.[1,.1[
PROPOSE~D~~~~~'
WHEEL
STOP (TYP.) ~~V --:t---
/
PROPOSED ~ ACCESSIBLE SPACE 6.7
AND SIGNAGE (lYP) D-3
---1 __
. T,O.W. 2'1 7,0'
8.0. W, 2.11 . J'
PROPOSED
--..'--/---_ STRIPING
. .(
\
CONCRETE RETAiNiNG
WA.LL '.I1HH 4'-H!GH WROUGHT
!RON FENCE Ot'i TOP TO REMA.1N
LA\D N!F
OWNER TO COORDINATE WITH AOJACENT
LAND OWNER FOR REPAIR OF EXISTING
RETAINING WALL AND BACKFILLING
ADJACENT TO PROPERTY LINE
PRIDE CONVENiENCE INC.
i
I !
I I
I ---.. _ .... _.1..._ .. _ .....•
FUTURE CONNECTOR
\
\
\
I
I
I
PROPOSED 20XIO'~ I
DUMPSTER PAD .
AND ENCLOSURE D-3 I
PROPOSED RETAINING [1l
BY OTHERS [[=II
PROPOSED STEEL
/
I
LAND N/F
COYOTE REALTY, LtC
Zoning Review -Business A
Category Required Provided
Minimum Lot Frontage -334.92'
Minimum Lot Area -2.80 acres ±
Minimum Building Setbacks
-Front 35 ft. 36 ft.
-Side -32.9 ft.
-Rear 25 ft. >25 ft.
Minimum Landscaped Buffer --
Maximum Building Coverage 50% 9.3%
Maximum Building Height 3 stories/45' 1 story
Required Parking
Credit Union~ (10 res. + 8 emp.) 8 spaces
Medical Building" (34 + 5 + 5) 44 spaces 102 spaces
Drive-thru Restaurant**. 50 spaces 10107 m~ spaces
• 5 reservo,r spaces/dnve-thru teller + I parking space/employee
(2 drlve-thru tellers + 8 employees)
•• I space/200 S.F. gross floor area + I space/doctor + 1 space/2 employees
(f>,020 r;:.~ .• wilding I 5 d~H~tQ'Q I '0 ornplor0002) *** 50 spaces minimum for restaurant with drive-thru
NOTES
1. THE PREMISES SHOWN HEREON ARE THE SAME AS THOSE CONVEYED TO NWST,
LLC BY THE DEEDS RECORDED A T THE HAMPDEN COUNTY REGISTRY OF DEEDS
IN BOOK 18622 PAGE 69, BOOK 18622 PAGE 72, AND BOOK 20352 PAGE 462.
2. THE PROPERTY BOUNDARIES SHOWN HEREON ARE BASED ON A FIELD SURVEY
PERFORMED BY R LEVESQUE ASSOCIATES, INC. SEE PLAN BOOK 136 PAGE 51,
PLAN BOOK 197 PAGE 89, PLAN BOOK 319 PAGE 40.
3. THE SUBJECT PROPERTIES SHOWN HEREON M4Y BE SUBJECT TO RIGHTS AND
EASEMENTS AS CONTAINED IN THE VARIOUS DEEDS OF RECORD DESCRIBING SAID
PROPERTIES. THE LOCATION AND EXTENT OF ANY SUCH RIGHTS AND EASEMENTS
ARE NOT THE SUBJECTS OF THIS PLAN.
4. THE EXISTING CONDITIONS INFORM4T10N SHOWN HEREON IS BASED ON AN
INSTRUMENT SURVEY PERFORMED BY R LEVESQUE ASSOCIATES, INC. IN
FEBRUARY 2013 AND UPDATED DECEMBER 2014. ELEVATIONS BASED ON TOWN
OF AGAWAM DATUM (NAVD 1988).
5. THE WETLANDS SHOWN HEREON WERE DELINEATED BY D.L. BEAN, INC. IN
SEPTEMBER OF 2012.
6. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON SURFACE FEATURES
AS LOCATED BY SURVEY AND AVAILABLE RECORD DATA AND ~RE APPROXIMATE.
ACTUAL LOCATIONS SHOULD BE VERIFIED WITH THE APPROPRIATE UTILITY
COMPANY AND/OR MUNICIPAL DEPARTMENT PRIOR TO CONSTRUCTION.
LA YOUT NOTES:
1. SITE CONTRACTOR SHALL REFER TO SHEET C-I, C-2, DETAIL SHEETS AND
REMAINING PLAN SET FOR INFORMATION REGARDING SITE LAYOUT.
2. IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS REFERENCE
INFORMATION CONTAINED IN OTHER SHEETS WITH SITE INFORMATION SHOWN
HEREON.
3. PRIOR TO SUBMlmNG THEIR BID FOR CONSTRUCTION. THE SITE CONTRACTOR
SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND
THE SAID SPECIFICATIONS WITH THE PROJECT PROPONENT AND LANDSCAPE
ARCHITECT/ENGINEER. SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE
ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS
RESULTING FROM SAID DISCREPANCY.
SIGNAGE AND PAVEMENT MARKING NOTES:
1. STRIPE ALL PARKING AREAS AS SHOWN, INCLUDING PARKING SPACES, STOP
BARS, CROSSWALKS, AND ACCESSIBLE ROUTE MARKINGS AND SYMBOLS USING
WHITE TRAFFIC PAINT. PAINTED ISLANDS, FIRE LANES, AND TRAVEL WAY
CENTERLINES SHALL BE PAINTED USING YELLOW TRAFFIC PAINT. ALL TRAFFIC
PAINT SHALL CONFORM TO AASHTO M248 TYPE "N".
2. STOP BARS SHALL BE 12" WIDE (WHITE) .
3. PAINTED ISLANDS SHALL BE 4· WIDE DIAGONAL LINES @ 3'-0· O.C. BORDERED
BY 4' WIDE LINES (YELLOW).
4. ALL PARKING STALL LINES SHALL BE 4· WIDE (WHITE).
5. ALL PAVEMENT MARKINGS AND SIGNS SHALL CONFORM TO "MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES~ 'STANDARD ALPHABETS FOR HIGHWAY SIGNS AND
PAVEMENT MARKINGS': MASSDOT, STATE BUILDING CODE AND ADA REQUIREMENTS,
AND AS SHOWN ON THE PLANS & DETAILS.
ACCESSIBIUTY NOTES;
!. ALL ADCfSsjfjLf ffeUffs. FfW/§m8Ns. ANIJ Acctssl§Lt !W?KiNG/L6)'lJiN{}
AR£4S, INCLUDING ALL ENTRANCES TO BUILDING, SHALL ADHERE TO 521 CMR.
2. SHOULD THE ARCHITECT PROVIDE ADDITIONAL ENTRANCES OR MEANS OF EGRESS,
ADDITIONAL ACCESSIBL E ROUTES MAY BE REQUIRED.
3. rr IS THE RESPONSIBILITY OF THE ARCHITECT AND CONTRACTOR TO NOTIFY THE
ENGINEER AND LANDSCAPE ARCHfTECT OF ANY CHANGES TO THE PROPOSED
BUILDING THAT WOULD AFFECT THE ACCESSIBILITY REQUIREMENTS OF THE
PROPOSED SITE.
4. THE CONTRACTOR SHALL REVIEW IN DETAIL THE REQUIREMENTS OF 521 CMR
AND SHALL BE RESPONSIBLE FOR CONFORM4NCE WITH SAID REGULATIONS.
PERMITTING
R LEVESQUE ASSOCIATES, INC
Landscape Architects
Civil Engineers' Land Surveyors
Environmental Consultants
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA 01086
rlaland.com
PREPARED FOR:
NWST,LLC
267 Hillside Road
Southwick, MA 01077
ISSUANCE DATE: 2015
REV I DATE:
,rliwlew 5/6/15
Division review 6/4/15
UNAUTHORIZED AL TERA TION OF
THIS IX1ClIMENT IS A VIOLATIOI'
OF MASSACHUSETTS STATE LAW
SCALE: AS NOTED
RLA PROJ. NUMBER: 120929
DRAWI'IG#
5'-0"
MINIMUM
COVER
1
5
7
TRENCH 'MOTH
PIPE DIA + 2.0' UTILI TY WARNING TAPE
MARK£D "WA TER"
PREVIOUSL Y EXCA VA TED MA TERIAL
8" MAXIMUM STONE DIAMETER
SAND (MHD 1.D4.0 (TYPE 0) OR
GRAVEL BORROW (MHO MI.03.0 TYPE b)
k';~;i~~-.~_-WA TER PIPE
~i==~~ij:=E3~~--_4" SAND (MHD 1.04.0 (TYPE 0) OR ~ GRAVEL 80RROW (MHD MI.03.0 TYPE b)
NOTES:
1,) OOMPACT ALL Q,"CJ.<~JLL MA n;:~J.A.L IMTI-J VJP~A TOf:JY f"lLJ... Tr;
EQUIPMEN T (MINIMUM TWO PASSE:S) TO A MINIMUM DENSITY
OF 957. DF THE STANDA RD PROCTOR DENSITY AS DETERMINED
BY ASTM D698
2.) PLACE BACKFlLL MATERIAL S IN MAXIMUM ONE FOOT LIFTS
TYPICAL W ATERMAIN TRENCH SECTION
NO SCALE
WATER MAIN
CORP. STOP
-\ C-:::I 5" MIN. C2:F=
I r
/ 5'-0"
\.-SERVICE: LINE CURB 80X....)
MIN.
PLAN
CORPORA TlON STOP
WATER M~JN
MAIN
SIDE:
SECTION
TYPICAL WATER SERVICE CONNECTION
NO SCALE
DOWNSPOU T
(VERIFY SIZE WITH ~ __________ ~~~ ARCHITECTURA L PLANS)
OVERLAP
~~ _________ . _______ 45· 8E:ND
"\:'/. _____ ~PVC (VARIABLE LENGTH)
.---PIPE DIAMETER AS REQ 'D
.---'---TO ACCEPT DOWNSPOU T
ADJUSTABLE
SE:R 11CE: BOX
CURB STOP
HOUSE
SIDE
CONNECT TO
EXISTING SE:RVICE
SUPPL Y FITTINGS AS
REQUIRED
SEE SITE PLANS FOR
SIZE OF COLLECTOR
WATER TIGH T
CONNCE:CTlON
l45' BE:ND
DOWNSPOUT COLLECTOR DETAIL
NO SCALE
LIMITS OF
TRENCH EXCAVA TlON ~1 A
EXIS TING UTILITY I· .-1
L~~ NEW PIPE
VARIES
l --.C ~ SEE TYPICAL SCREENED GRA VEL FROM
UNDISTUR8ED EARTH TO
MID-DIAMETER OF EXISTING
UTILITY TYPICA L SECTION
TRENCH SECTION
l EI2"1 __ 12"
----1~~--44
EXIS TING UTILITY --VARIES
UNDISTUR8ED
MATERIAL
SECTION "A-A"
,
NEW PIPE
2 UTILITY CROSSING DETAIL
NO SCALE
FINISH GRADE:
I r 6 " MIN.
5'_OH
MIN.
WATER MAIN
CONCRETE BL OCK
CONCRETE COLLAR
IN NON-PA VED
AREAS ONLY
ADJUSTABLE
VA LVE BOX
GATE VALVE
/(MJ x MJ)
NOTES
I. ALL VA LVE BOXES LOCA TED IN
NON-PA VED ARE:AS SH ALL BE:
ENCASED IN MIN. 6 " THICK
CONCRETE, 6 " ALL AROUND
2. SET VALVE BOX FLUSH IN
PAVED AREAS
6 TYPICAL BURIED VALVE
NO SCALE
RAlSEO 01""01'10
SURFACE DEStCH
~ ji'" ~ , w COMPACTED GRANULAR .-J > 0 BACKrlLL AS APPROVED " BY TIE ENGINITR ~ .' i'5
INITIAL BACI(r1LL .... ,0,1)0<>0"
" C ~
"-w " -44~~44~ .
~ ?>l < ~~ .' Q1 /-" ' l!! +@
~ "'w DIe '" w~
SPRING LINE OF PIPE ~" ~ W z z L HAUNCHtNG " ./ D/2 !II (SEE NOTE 3) ~ "~ w w~ ~ "-nC>;>D.,.o 0 iii .,
(SEE MillE 3)
vvv , 'V '
CRUSHED STONE AS r:RDERED BY rOUNDAl1ON THE ENGINEER
N!JT~S' ~
I. THt: INSTAlLATION or PIPE SHAll. COt>:ftlRH TO THE REQUIREMENTS Dr ASTM STANDARD D-e3Z1. ,. THE £HBEDMENT MATE~rAL SHALL It 3/~' C~U!HED STONE.
3. USE HAND OR I'IECHAMTCAL To'\MP!~ TO COMPACT THE BEDDING AND
HAI..\'.JCHl~. '. G£DlEXllLl. HJ BE uSED VH£RE AND AS IilRECTEil iY ENGlNE£I<.
IBEI'lCH SE~IIQt:!
!u.s
DRAWN BY: VRI< R(V. 6'1'; .x;o PROJECT SHT. NAUE S!iT. NO.
DAl[; 2/2/99 REV: 3/6/01 TOWN OF AGAWAM SANI fARY AND STORM SEWER
DING. NO.: 1 CONSTRUCTION STANDARDS TRENCH SECTION "-2
APPROVED eY:JTO, IJCC
(2) PlO<. Hcx..ES REQUIRED
COVER TO READ "DRAff·
IN 3" HICH LrT1"ffiS
COVER TO BE £OIJAL TO "l£BAROO L26C;2"
AS AF'PRO\IEO BY THE TOM>! ENGINE£:Jo!
F"RAME: TO BE EQJAL (AS APPROI,£O BY THE
TO'M'j ENCINEER) TO ~L.EBARON U< ttOA'
TOTAL 'nElGHT OF FRAME !c CO\1:R _ ~ LBS
DRAWN S'Y:MCC/JTC: PROJECT
,,'
24" MANHOLE COVER
tU.s.
2Ol.8.1
24" MANHOLE f .RAME
~.U.
:a:r:.t.7.'
SHT. NAME
DATE: 1-10-99/7-23-01
DWG. NO.: 1
TOWN OF AGAWAM
CONSTRUCTlON STANDARDS
DRAIN MANHOLE
FRA~E AND COVER
.APPRO\I!"O BY: JID
SHT. NO
0-2
"NEENAH" R-7506 SERIES
FLOOR BOX rRAME AND liD.
OR EQUAL W/S.S. CAP SCREW
"o .ooo~~ 24" SQUARE
CLASS "A" CONCRETE ..J£
BIT. CONC. PAV£MENT'<.~ ~ AS SPECIFIED GRASS 1/2" ,
L,w >; 1 6' ,l.]
~ 16" ~j 10"
I SCREW IN PLUG
VARIES r--<-~~~ ~ OO~ ,",,,_e., AND FITTINGS TO BE ASill
0-3033 OF 0-3034 SDR-35
( I I .l.J. ..J.1.
\ L J l J L J
[WYE
SANITARY CLEANOU T
IILT.S.
CLEAI'WUT REQUIRED EVERY 100' OF LATERAL
DRAWN BY: OMD PROJECT SHT. NAME
DATE: 12-5-96 TOWN OF AGAWAM -'~.'-'--SANITARY CL.EANOUT rJliG. ~!O.: 1 CONSTRUCTION STANDARDS
,.pPROVED 8Y: JTO
SHT. NO.
5-5
SECTION B -B
CATCH 8AS!N
AlL CATCH BAS!N TOPS ARE:
TO aE LAiD LEVEL
I / DESIGN NOTES:
GALVANIZED FRAME/
AND GRATE
J 3
. __ TOP ViEW ..
1. CONCRETE 4000 P.£.t . 28 Of.lYS.
2. RENFORCENEtH. P. R~ BAR 3. MADe: TO STAlE ANO TOWN SPECiFlCAilQNS.
4. WIilQ..iT, APPROX, r700 LSS .
5. GAl.. VANiZED FRAME ~o GRATE
PVC PLUG PVC ~AIN SEWER--i
PVC BUWING SEVIER
LONG SWEEP 45' BENO
45" WYE
riFT UP TO
10' FROM
HOUSE. !"/FT
INSIDE 10 FT
PROPeRTY UNE ~I
EX1ST GRADE
ALTERNATE
lEE VffE
lOC,II,T1ON STAKE .' MIN. COVER
PVC PWG
1/4" PER FOOT
(MINIMUM
LESS lHAN MIN. MUST 8(
APPROvt:O BY
CITY ENGIt\EER
L_---l1
LONG S~EP 45' SEND
45' WYE
PVC MAJN SEWER
PVC BuILDING SEWER
DRAWN 9'(; o..IojMcc
DATE"2-5-96 RtV.: 8/1/03
owe. NO.: ,
APPROvED BY; JID
SEC TIQN
NOTES:
1. BUILDING S£WeRS SHAlL BE 4~0 t::XCEPT AS
DlRECn:o BY m E ENGINEER
2. LOCATI~ AND [)[PlHS Of BUILDING S£W£RS TO BE
OETERMlNED IN lHE nuo BY lHE ENGINEER
J. ALL PIPE TO !£ ~RING-TlTE" (RlIBBER GASKET)
BUI LDIN G SEWER CONNECTION
N.l.S.
PRQ.JECT
TOWN O~ AGAWAM
CONSTRUCTION STANDARDS
SHT. NAME SHT. NO.
BUILDING SEWER CONNECTION 5-4
PERMITTING
RLEVESQUE
ASSOCIATeS~
landscape Archifects
Civil Engineers' land Surveyors
Environmental Consultants
ph: 413.568.0985 fax: 413.568.0986
40 School Sireel . P.O. Box 640
Westfield, MA 01086
1Il ..J -~
W
C
rlaland,com
PRePAReD FOR
NWST, LLC
267 Hillsid e Road
So uthwick, 1M 01077
-E ra
3 ra
Cl
<C
1""\
lI\ -~
DATE: March 3D, 2015
ReVISIONS, DATE,
. Plonning/Conser\!. Engin. revie w 5/6/15
£n9ineering Division review 6/4/15
UNAUTHORIZED ALTERATION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSETTS STATE LAW
SCAlE, AS NOTED
RlA PROJ. NUMBeR, 120929
oRAWING#
D-4 •
RELOCATE SPlr£D LIMIT _._ .. _
EXIT ONLY
SIGN TBD ---Hf----.:~ =tJl-f==
N£W------t+~ ____ 1-J!~~'.:1 BITUMINOUS
PAVEMENT
DRAINAGE
APRON
CONCRETE PAVER PAnoi--iU~=-;;:±fj~~f~=~1
CONCRETE PATIO
tii,:"/LP
#4/,) ......... ,
ENTRANCE ONLY SIGN--...
PROPOSED GRANITE CURB
AT CURB CUT RADII
-----
LAND N/f
CARMEN A eOTTA
AND
EM!DD!O BOTTA
STOP CIJ
SIGN AND BAR lH
PROPOSED
DRIVE-THRU RESTAURANT
2,500 S.F.
--
--
I
I
I
CURB
LAND N/F
BRAGARAIJS, LLC
I
CURB (TYP.)-T--'~_ STRIPING ~:::--+-;. __
PROPOSED
MEDICAL BUILDING
6,020 S.F.
. r---_ ....
VAN-; ~7 .ACCF:SSIBLE SPACE 0:"3
AND SIGN AGE
(17) (17)
4R!OSED / .• ,( 'U' :J-:::~"7 ..... ~-WHEEL =-=~+-,-',r-:: f'~~-V~?4-_ STOP (TYP.) ~ ~
24' -'--1"':'8:-" _ -1_~'18-'-
. --, I 24'
/ PROPOSED VAN-[]Jl
ACCESSIBLE SPACE ~
• . AND SIGNAGE
~'--I---'_4
!
I
I
/
I
I
I , I ---:-"'---
r.---.lo
(TY~~)----~~i1=;~~~1i~~~f:::t=~~;;~;;~~~~:
GI<ANI T[ GUF!8 ...... ~ .. :::=:::~~ ... jtU =:> /
ENTRANCE ONLY SIG'N----'-f+---+l-ff-"_I
U;"/.,P
#2~·}!3/2 ", .. " . ..,_,_
;'.~ .
.'.i:-.
I ,
! , ,
~
<:5 :,;!u 1: ~.::.1lz~ N
! lie
PROPOSED
CREDIT UNION
2,800 $.P.
'-!:x":;n~l(; 6' HiGH
WDOf) FENCE
r--_/
/
CONCRETE RETA!N1NG
WALL WITH 4'-HiGH WRCUGHT
iRON FENCE ON TOP TO REMAiN
t.AND N;F
PRiDE CONVENIENCE INC.
PROPOSED
STEEL
,
: ------.--------------~ , •• ______ ~M _____ ••• __ ."'"'".~
TOW 217.0'
B.O.W. 211.7'
EXI STING TOP OF
DRAIN.~GE BASIN
I
'-'---L. __
or-,F1JnJRE CONNECTOR
,...--f·RO,PO!,FD 20',,10'
DUMPSTER PAD AND h:'~
I ENCLOSURE
. ,
I
\ LAND N/F
SP;,OCKET fKAL TY, LLC
\
I
I
\
I
\
\
I
I
I
I
I I
LA,ND N/f
COYOTE REALTY, lLC
Minimum Lol Fronlage
Minimum Lot ArtJa
Minimum Building Selbacks
-Front
-Side
-RlJor
Minimum Landscaped Buffer
Maximum Coverage
Maximum Building Height
Required Parking '
Credit Union-(10 res. + 8 emp.)
Medical Building·' (30 + 5 + 5)
DrivfI-thru Restauront~ ••
Total .
35 fl,
25 ft,
sox
3 sto~s/4S'
8 spaces
40 space,.
50
1 00 spa~",.
• 5 reservoir ilpaces/drive··fhru leller + 1 parking space/emploYee
(2 drlve-thru tellers + 8 employee.)
•• 1 space/200 S.F. gross floor area + 1 space/doctor + 1 spocf,/2 """pie.>"""
(o,ozo S.". DUlldlng .,. :) aoctors .,. 10 emp'oyee~)
••• 50 space. minimum for restaurant with driv,,-thru
: i
NOTES : I
I ,
i
! ,
I , I
•
i' I, THE PREMISES SHOWN HEREON ARE THE SAME AS THOSC. CONV£)'ED TO iW(sT. ,
LLC BY THE DEEDS RECORDED AT THE HAMPDEN COUNTY REGISTRY OF DEEDS
IN BOOK 18622 PAGE 69, BOOK 18622 PAGE 72, AND BOOK 20352 PAGE; 462.
: i
! i i ;
2, THE PROPERTY BOUNDARIES SHOWN HEREON ARE BASCO ON A FIELD SUm:1 .
PERFORMED BY R L£V£SOUE ASSOCIATES, INC. SEE: PLAN BOoK: 136 PAGl; 51,
PLAN 800K 197 PAGE 89. PlAN BOOK 319 PAGE 40. ,
3. THE SUBJECT PROPERTlF:S SHOWN HEREON MAY BE SUBJfCT TORIGHT$ ~ : I '
EASEMEIVTS AS CONTAiNED IN THE VARIOUS DEEDS OF RECQR,. P DfSCRI8ING'~
PROPERTIES, THE LOCATION AND ExreNT OF ANY SUCH RIGHTS AND FAS/{MclV'/"!'
ARE NOT THE SUBJECTS OF THIS PLAN. ,; , i .
. '. i . ii i 4. THE EXISTING CDNDlnoNS INFORMATION SHOWN HEREON !$~q ON AN I i I
INSTRUMENT SURVEY PERFORJ.lED BY R L£V£SQlJE ASSOCIATES, INC, IN i ! i . ,
FEBRUAF?Y 2013 AND UPDATED DECEJ.lBER 2014. ELEVATiONS BASED ON TPWI'i
OF AG4WAM DATUM (NAVO 1988). . ':1
5. THE WETLANDS SHOWN HEREON WERE OELINEATED BY D.L. BtAN, i INC, IN ] i I
SEPTEMBER OF 2012, . I
. " I 6. UND£RGROUND UTILITIES SHOWN HEREON ARE BASED UPON' SURFACE FEATURES
AS LOCATED by SURVEY AND AVAiLABLE RECORD DATA A/!ID. ARE APPROXIMATE.!
ACTUAL LOCATIONS SHOULD 8£ VERIFIED WITH TH£ APPRQPRIATE IUTlLI"TY :
COMPANY AND/OR J.lUNICIPAL DEPARTJ.IENT PRIOR TO CONSTRUCTiON,' I . I
LAYOUT NOT£S;
1, SITE CONTRACTOR SHALL REFER TO SHEET C-I. C-2, DETAiL SHEETS ANii ;
REMAINING PlAN SET FDR INFORMAnoN REG4RD1NG SITE LAYOUT. i: , .: ; , . . _ , ,I i
2. IT SHALL BE THE SITE CONTRACTORS RESPONSI81LITY TO CROSS REFERENCE
INFORMATION CONTAINED IN OTHER SHEETS WITH SITE INFORMATION SHOWN
HEREON. '
I
1
!
3, PRIOR TO SUeMlmNG THEIR BID FOR CONSTRUCnoN, J1.It SITE CONTRA~TQk .
SHALL COMUUNICATE ANY DISCREPANCIF:S BETWEEN THE PROPOSED DESIGN AND
THE SAl/) SPECIFICATIONS WITH THE PROJECT PROPON£NT : AND LANDSCAPE ! ' I
ARCHITECT/ENGINEER, SHOULD THE SITE CONTRACTOR FAiL TO COMMUNICATE I
ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS i
RESULTING FROU SAID DISCR£PANCY. '
S/GNAGE AND PAVEMENT MARKING NOTES;
I. STRIPE ALL PARKING AREAS AS SHOWN, INCLUDING PARKING SPAC£S, SrOR
BARS, CROSSWAU<S, AND ACCF:SSIBLE ROUTE MARKINGS AND SYMBOLS USING
WHITE TRAmC PAINT. PAINTED ISLANDS, FIRE LANE:S, AND TRAVEL WAY
CENTERLINES SHALL B£ PAINTED USING YELLOW TRAFFIC PAINT. ALL TRAFFIC
PAINT SHALL CONFORM TO AASHTO 1.1248 TYPE 'N~ . ,
2. STOP BARS SHALL BE 12' WIDE (WHITE), ! . l
3. PAINTED ISLANDS SHALL B£ 4" WIDE DIAGONAL LlNF:S 0 3'-0" O,C, i3dRDEk£Di
BY 4' WIDE LINES (YELLOW), !
i
4. ALL PARKING STALL LlNF:S SHAU BE 4' WIDE (WHITE). :
!
5. AU PAVEMENT MARKINGS AND SIGNS SHALL CONFORU TO "MANUAL ON UNiFORftf
TRAmC CONTROL OEVICES~ "STANDARD ALPHABETS FOR HIGHWAY SIGNS AND I
PAVEMENT MARKINGS~ MASSOOT, STATE BUILDING CODE AND AlI4 REQUf(JEIJENT$,
AND AS SHOWN ON THE PLANS ft DETAILS, . . , i
I
ACCESSIBIUTY NOTES;
,
f. All ACCffil§t.f flOlfFf§. If?).NSlT!8NS; AND ACCff§IDLf PAflI(fNO/looiNf} .
ARFAS, INCLUDING ALL ENTRANCF:S TO BUILDING. SHAU ADHERE TO 521 CMR.
2, SHOULD THE ARCHITECT PROVfDE ADDITIONAL ENTRANCES OR UE:ANS oF: E(j/~ES.~
ADDITIONAL ACCF:SSlBLE ROUTES MAY BE REQUIRED.
J. IT IS THE RESPONSIBIUTY OF THE ARCHITECT AND CONTRACTOR TO NOTIFY
ENGINE£R AND LANDSCAPE ARCHITECT OF ANY CHANGES TO J1.IE PROpos£/)
BUILDING THAT WOULD AFFECT THE ACCESSIBILITY REQUIREMENTS OF THE
~PO~Sff. .
4, THE CONTRACTOR SHALL REVIEW IN DETAIL THE REQUIREMENTS OF 521CMR
AND SHALL BE RESPONSIBLE FOR CONFORMANCE WITH SAID R£GUlAllONS, '
RECEIVED
M.~O ~ 0 ?OIS
r ~/J. ~ '''".:,..~
PLhl~hi"';' t)QARD
PERM
~ i , ,
I ,
I I
I
i t . ,
: I : i
! I , :
j !
f ! ,
, i
i
,
! ,
, ,
, ,
: '
i .
: i
, '
, .
:i ;i
'I !; i! ;!
'i
'I , ;!
'I
.::
11
, , , ,
i
i
!
i ,
'-' l;i !.,
!I
,
• i' , ,
: i · , i! !: I
;
I ,
i , ,
i ,
i ,
I
i !.
i ' . · .
,'.
t'
I i
Snrveyor.
,
,
I -l()
'!""!
~ :z "lit'
'!""! < ...
~ .~ '!""! ... ~ M
'!""!
.~ ~ -,~ ~ u :0 ... = .~ ~ ... !< => . '!""! ~ :~ ~
, ~ '~ ...
~ e-El = """" ~ rI). ....J
00. = ~ ~ "0 < < -~ '6 ~ ~ .~ ~ ~ ~
~ • Z U QC
Z ~
~ 0 M U
I
~ ...
I.C
I M ...
"lit'
'!""!
RELOCATE SPErO
LIMIT SIGN
EXIT ONLY
PROPOSED PYLON
SIGN TBD ~--t-H, I----tl-rsf~I#+=
BfTUMIN~O~US~--'----I-if---i-l~-I .
PAVEMENT
DRAINAGE
APRON
#4/,·). _ .. _ .... ,
ENTRANCE ONLY SIG,N-____
PROPOSED GRANITE CURB
AT CURB RADII
,.
ENTRANCE ONLY SIG'N --------'+f-------t+hf-A--
l,F~/LP
--
L.AND N/F
CARMEN A BOTTA
AND
D ... ~!OD\C BOTTI"
STOP LIJ
SIGN AND BAR ~
--
PROPOSED
MEDICAL BUILDING
6,020 S.F.
/
--
I
r--__ /
/ 24'
I
I I
! !
I I LAND~ N/F
I BRACARAUS, cLC
i
I
'~-,-....... ...L._,_. __ """",,
CUR8 (TYP')-i-'~_
VAN-[IT]
ACCESSIBLE SPACE ~'
. AND SIGNAGE
STRIPING
/
'Tn+"'-':"""; PROPOSED <2(ti2i~~~WALs, BY On'lEI?S-,
-.-r
PROPOSED
STEEL
I I
I I
I·
I'
L ,
-_-.' I I .~----
PROPOSED ~_}~~~~:L.so -----'r.1I CREDIT UNION -so .;, ,."., , .
2,800 $.F.
I' 6' HIGH
WOOD FE.NCL
W--1A
EXiSTINC CONCRETE RETAiNiNG
WALL Wl TH 4' -HIGH WROUGHT
IRON FENCE ON TOP TO REMAiN
LAND N/F
PRiDE CONVEN!ENCE INC.
i ···------·-·----·,--------··-----~---·,.·-----··--·-·---"'---1
I ' '~ I
: ~ : , ,
I I
I ' i ___________ . __ ._.~ __ .. ___ ._. __ ._._'"
, ..... -.---.--... --... ----.---..;'.."--.. EXISllNG TOP OF
. T.OW. 217 .0'
B.O,W. 2n.1'
DRAINAGE BAS'N
I
---J --
FUTURE CONNECTOR
I
\
\
\
I
\
\
,
,
,
lAND N/F
SPR OCKET REAL TY, LLC
I
I
I
I
LAND N/f
COYOTE REALTY, LLC
I:
" i"
r:::::::::~~~~::~~::R:e~~JetW~-::B~US~m~e~$$~A::::~:::J~~~:::jl::; ~ CCltegory Required , i '
I' Minimum Lot Frontage --__ -+ ___ -= ___ +_-~~:i.-L.:-~" I ' 1------.:..--i
Minimum Lot Area i ' I-----------l------+~___,__-+_.,__+l,'
Minimum Building Setbacks I ' ....... ------'--------1-------+..,..-----,..,--+--41 1 : r-__ -_Fi_ro_n_t _________ r-___ 3_S_f_t __ ~~--~--_+~I!
!. i' 1-----------1------~~-+--+_*-_+I Side
Rear 25 ft. !
r--------------------4r----------+~~---+_+-'-~i
Minimum Landscaped Buffer ; , 1-----------~----------~-----------1----~-4--4~~1
Maximum Building Coverage SOX ' . I----------~---~----~--------~--~~~---+~-+-~I I Maximum Building Height 3 stories/ofS' " ~----------~~--------~----~~----~---+---+-,-~.i
Required Parking ; I
Credit Union'" (10 res. + 8 emp.) 8 spaces , ' I
Medical Building" (30 + 5 + 5) 40 spaces 100 spo~~ ,
Toiol ,i l __ JDri~v~e:-:~:flI::R:e:s:ro:u:ra:n;t:.: •• ::::::~~~~~~~::.J~~-----1~J-~.
• 5 reservoir spaces/drlve-thru teller + I parking spacei_plajee ' !'
(2 drlve-thru tellers + 8 employees)
.. spoce/200 S.F. gross "ocr area + I space/doctor +; space/2 etj1lp/~'j'fJ";
(6.020 5.':: buHdJng 4-5 doc4:orc .L 10 ~pJc>--.> .
••• 50 spaces minimum for restaurant with drive-thru
i Ii
j.j
I·
L
NOTES
I
1. THE PREMISES SHOWN HEREON ARE THE SAME AS THOst OONVEYED
LLC BY THE DEEDS RECORDED AT THE HAMPDEN COUNTY REGISTRY
IN BOOK 18622 PAGE 69, BOOK 18622 PAGE 72, AND BOOK 20352
2. THE PROPERTY BOUNDARIES SHOWN HEREON ARE BASED 'oN A nEW sU/~IIEY
PERFORMED BY R LEVESQUE ASSOCIATES, INC. SEE PLAN BOOK 136
PLAN BOOK 197 PAGE 89, PLAN BOOK 319 PAGE 40.
" , ,
1; ,
"
3. THE SUBJECT PROPERTIES SHOWN HEREON 1M Y BE SUBJtcr TO RIGHT$ /IJ'J{)
EASEMENTS AS CONTAINED IN THE VARIOUS DEEDS OF RECORD DESCRI~NG ' .
PROPERTIES. THE LOCATION AND EXTENT OF ANY SUCH RIGHTS AND EASEMENTS: ~ NOT THE SUBJECTS OF THIS PLAN. ' ! .' '. i
4. r::ffTfft'JI':f sZ~~mo,,~~/t:~:!fA;:~ f=:[~od~,rt~2/1/'!{ .
FEBRUARY 2013 AND UPDATED DECEMBER 2014. ELEVA1'I0NS BASED qN 1i?Wf'I
OF ACAWAM DATUM (NAVD 1988). . . ,
5. THE WETLANDS SHOWN HEREON WERE DELINEATED BY D.L, BEAN, . INC. iN
SEPTEMBER OF 2012.
•
6. UNDERGROUND LfTiLiTIES SHOWN HEREON ARE BASED UP(JN SURFACE rhmJRd
AS LOCATED BY SURveY AND AVAILABLE RECORD DATA AND ARE APPROXIMATE. i !;
ACTUAL LOCATIONS SHOULD BE VERIFIED WITH THE APPROPRIATEUTILITYr .: 'I' I
COMPANY ANO/OR MUNICIPAL DEPARTMENT PRIOR TO CONSTRUCTION. "
i .
( ':
I I·
LAYOUT NOTES; i '
I. SITE CONTRACTOR SHALL REFER TO SHFIT C-T, C-2, DE:rAlL' SHEETS AND
REIMINING PLAN SET FOR INFORIMTION RECARDING SITE MYOllT.
, , :. ,
2. IT SHALL BE THE SITE CONTRACTORS RESPONSIBIUTY TO(;~OSS REFERENOE
INFORMATION CONTAINED IN OTHER SHEETS WITH SITE INF()RAiATION SHD,WN
HEREON. ' '
I
,
I,
" , . i
3. PRIOR TO SU8MlmNG THEIR 810 FOR CONSTRUCTION, TH( SIT{ 4ONTRApTOR : ! .
SHALL COMMUNICATE ANY DISCREPANCIES B£1WEEN THE PROPOSED DES/GN AND
THE SAl/) SPECIFICATiONS WITH THE PROJECT PRDPONENf !t<ND LANDsc,(pE . ! i
ARCHITECT/ENGINEER. SHOULD THE SITE CONTRACTOR FAIL 7'0 COMMONloATE:! i:
ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS ! !
RESULTING FROM SAID DISCREPANCY. . i
S/GNAGE AND PAVEMENT IMRKING NOlES:
1. STRIPE ALL PARKING AREAS AS SHOWN, INCLUDING PARKING SPACES, STOP
BARS, CROSSWALKS, AND ACCESSIBLE ROUTE MARKINGS AND SYMBOLS USING
WHITE TRAFFIC PAINT. PAINTED ISLANDS, FIRE LANES, AND TRAVEL WAY,
CENTERUNES SHALL BE PAINTED USING YELLOW TRAFF1C PAINT. ALL TRAFFIC
PAINT SHALL CONFORM TO AASHTO 1.1248 TYPE "N~
2. STOP BARS SHALL BE 12" WIDE (WHITE). ,
i
3. PAINTED ISLANDS SHALL 8E 4" WIDE DIAGONAL LINES 0 3'-0" o. c. BORDEREd,
8Y 4" WIDE LINES (YELLOW).
4. ALL PARKING STALL UNES SHALL BE 4" WIDE (WHITE). . i
5. ALL PAVEMENT MARKINGS AND SIGNS SHALL CONFORM TO "MANUAL ON ! UNIFORM '
TRAFF1C CONTROL DEVlCES~ 'STANDARD ALPHABETS FOR HIGHWAY SIGNS AND i
PAVEMENT MARKINGS~ MASSDOT, STATE BUILDING CODE AND ADA REQUIR£MEN'ff;,:
AND AS SHOWN ON THE PLANS &: DETAILS.
ACCESSIBILITY NQ'ffS'
1. t',fk t',fff§§!§4£ RgY!f§: !J?~N§m9.1'{§, liNg 1Ir;r;f§§!f}~f fl:l?ll!.IYfl/L9NlIN(J . .
ARDIS; INCLUDING ALL ENTRANCES TO BUILDING, SHALL ADHERE TO 52~ CMR."
2. SHOULD THE ARCHITECT PROVIDE ADDmONAL ENTRANCES ~ MEANS or: ECRcsk
ADDmONAL ACCESSIBLE ROUTES MA Y BE REQUIRED. . 'j .
• ·1 3. IT IS THE RESPONSIBILITY OF THE ARCHITECT AND CONTRACTOR TO NOTIFY TH£!
ENGINEER AND lANDSCAPE ARCHITECT OF ANY CHANGES TO. THE PROPOSEO, i
BUILDING THAT WOULD AFFECT THE ACCESSIBIUTY REOUlRt!.I:£N'fSOF Tfi£ i
PROPOSED SITE:. '
4. THE CONTRACTOR SHALL REVIEW IN DETAIL THE R£OUIREAitNrs OF 521 ]CMR
AND SHALL 8£ RESPONSIBLE FOR CONFORMANCE WITH SA/O REGULATIONS.
RECEIVED
MAR 30 2015
PERMI
, : ; i , i
, l
i : , i
: '
,
, I , .
:: !
I! '
:1
,I
:1 if " Ii ,
I
. , ' ·1 , '
I
·1
l' ,
I '
I
,~V1ESQIW,EiASsOfIIATES. INC
, ,
RELOCATE SPErO
UMIT SIGN . !
EXIT ONLY ~''''' __
SIGN THO ---H!--~U ==tJl-f==
BITUMINI~0~US~-----HI---1J
PAVEMENT
ORAINAGE
APRON
CONCRETE PAVE:R PATIO _--JU~~;-:::tt1't' i' t~-=:l
CONCRETE PATIO
" (iJ
, :,
LAND N/F
CARMEN A. BOTTA
/\ND
SM!DO~O BOTIA
STOP IT]
SIGN AND BAR [H
--
PROPOSED
MEVICAL BUILDING
6.020 S.F.
,
I
LM,D' "'IF
BR,4,GARAUS. LLC
I
____ I ...... _._._-
••
I
I
CURB (rYP) --J-----L..._ STRIPING
VAN-[E[]
-ACCESSIBLE SPACE [H
ANO SIGNAGE
ell' o==-:-=~~'E~1i',~~,O~~//" { 1i' ::l,;:;.... WHEEL =--:--+----.~. ~~~~t_sroP(rYP_-.-)~~-~ ::t 24'-'-'-18' 18' ~'::""'+-~::rl -24'1
PROPOSEb VAN-[E[] ---Ir,.,...;~
ACCESSIBLE SPACE [H
• • AND SIGN AGE
"'--'0
e:NTRANCE ONL Y SIGN
PROPOSED GRANITE CURB
AT CURB CUT RADII (TYPICAL)-------+---Em~*=~;;:~~.· •. /
ENTRANCE ONLY S/GN----1-+----+-J.~ ur
~
Z-1~f<'~ t
..r, I I,.. c ; I 1?5 '0 IX)! r;~ (,;
I fk:
PROPOSED
CREDIT UNION
2.800 $.F.
/
NG 0' HIGH
WOOl) FE NCE
-
r--l-_/
24'
.[(.1t
[XI STiNG CONCRETE RET '',IN:NG
WALL WITH 4'-HiCH WROUGHT
IRON FENCE ON TOP TO REMAIN
LAND N!F
PRiDE CONVENiENCE INC.
PROPOSED
STEEL
GUARDRAIL---#.~
,.. .. , ~ ;
-.i,.
r"·· -~---' .... -~-_., ..... ----.-..... -.--,-. ,_ .. --.--.... -.... -. --_.", .... _;
, I
I I
\ \ \ \
\ I
I I i !
L-----·--·-·---·----·---"'"-~_.;-~E;!;~~~~-~;; -~f~ . ----
T.O.W, 217.0'
8 _0,W. 2'1 1.7'
DR AINAGE 8 ASiN
I
\
\
\
\
i
I
I
I
I ! ,--_.--1. __ _
LAND NIF
SP '~OCKf.1 I<E,AL TY, LLC
I
I
I
I
I
I
LAND N/F
COYOTE REALTY, l.LC
Review -Business A ; ,
Category Required
Minimum Lol Frontage
Minimum Lot A/1!I!O
Minimum Building Setbacks
-Front 35 ft.
-Side
-Rear 25 ft. 1-----------+-------+--+--'--++--+1 1
Minimum Landscaped Buffer i i : : ~----------~~------------4_--------------f----4----~+,~,~!'
MOKimum Building Coverage 50X i ! i ~----------~----~----_4------------_4----~--+-~~!,
MOKimum Building Height 3 SI0';65/45, \ ! i:
R4quired Parking Ii :
Credit Union' (10 res. + 8 8 spaces ,
Medical Building" (30 + 5 + 40 spaces 100 spop"sj i
Dn"ve-thru Restau,ant·~· 50 spaces : I ~
Total 98 spaces " . " I,!
« 5 reservoir spoces/drive-thru teller + 1 parl<ing , . ,
(2 drlve-Ihru 1"lIers + 8 employees) i i .!. I.
•• 1 ""ace/200 5.F. aross floor area + 1 sooce/doctor SlJaci./2 erf"pIQ'Ym# i:
(6,020 S.F. building + 5 doctors + 10 employees)
.,. 50 spaces minimum for restaurant with drive-thru
! i
! i i
NOT£S , . , !!:
1. THE PREMISES SHOWN HEREON ARE THE SAME AS THOSE CON'jF(EO TO NWST.:
LLC BY THE DEEDS RECORDED AT THE HAMPDEN COUNTY, REGISTRY OF DE,EDS i
IN 800/( 18622 PAGE 69, BOOK 18622 PAGE 72, AND BOOK 20352 PAGE' 462.
:" , ii i
2. THE PROPERTY BOUNDARIES SHOWN HEREON ARE BASf:D ON A Flf:LD S!JR'(EY i
PERFORMED BY R LEVESQUE ASSOC/A TES, INC. SEE PLAI!iBDOK 136 PAGE: 51.
PLAN BOOK 197 PAGE 89, PLAN BOOK 319 PAGE 40. I
. !! 3. THE SUBJECT PROPERnES SHOWN HEREON .YAY BE SU8J£CT TO RIGHTS AND ., :
EASEMENTS AS CONTAINED IN THE VARIOUS DEEDS OF RtCORD DESCRISING: SAiD i
PROPERTIES. THE LOCA nON AND EXTENT OF ANY SUCH RIGHTS 'AND <:ASEMEJoirS!
ARE NOT THE SUBJECTS OF THIS PLAN. ; 1 ! ,
4_ THE EXISTING CONDmONS INFOR.YAnON SHOWN HEREON I$BASEq ON ,l,N : I
INSTRUMENT SURVE:Y PERFORMED BY R L£VE:SQUE ASSOCIA7f:S, INC. IN ! ,
FEBRUARY 2013 AND UPDA TED DECEMBER 2014. ELEVA froNS BASED ON 101+71
OF AGAWAM DATUM (NAVD 1988). . I:
5. THE WETLANDS SHOWN HEREON WERE DELINEATED BY D.L BEAN, INC. 1(/ !'
SEPTEMBER OF 2012. " !
! -~ !
6. UNDERGROUND UTIunES SHOWN HEREON ARE BASED UPdN SURF,,"CE FE:A7i!RE~ ·,1,'·
AS LOCATED BY SURVEY AND AVAILABLE RECORD DATA AND AR~APPROXIMATE.!
ACTUAL L0C4nONS SHOULD BE VERIFIED WITH THE APPR&PRJATE : unurrr '! i:'
COMPANY AND/OR MUNICIPAL DEPARTMENT PRIOR TO CONSTRucnON. : . . I
LAYOUT NOTES:
, , ! i , i i: . ,
1. SITE CONTRACTOR SHALL REFER TO SHEET C-1, C-2, ob-AiL SHE£1S ANd ! i·
REMAINING PLAN SET FOR INFORMATION REGARDING SITE 4ArouT. , : i, .! I
2. IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY rocRoSS REFFR£NCe
INFORMAnON CONTAINED IN OTHER SHE£1S WITH SITE INFORMATION SHOWN !
HEREON. '.' " , ,
3. PRIOR TO SUBMITTING THEIR BID FOR CONSTRucnON. THE SrTE 40NTRAhQ~ i
SHALL COMMUNICATE ANY DISCREPANCIf:S BETWEEN THf: PROPOSED DESIGN 'AND :
THE SAIl) SP~CIFlCAnONS WITH THE PROJECT PROPONENT AND LANDSCAPE
ARCHITECT/ENGINEER. SHOULD THE SITE CONTRACWR F'AlL 10 COMMUNICATE
ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS !
RESULTING FROM SAID DISCREPANCY.
SIGNAGE AND PAVEMENT MARKING NOTES:
1. STRIPE ALL PARKING AREAS AS SHOWN, INCLUDING PARKING SPACES, STOP
BARS, CROSSWALKS, AND ACCESSIBLE ROUTE MARKINGS AND SYM{JOLS USING
WHITE TRAFFIC PAINT. PAINTED ISLANDS, FIRE LANES, AND TRAVE:L WAY'
CENTERLINES SHALL BE PAINTEO USING YELLOW TRAFFIC PAINT. ALL TRAFFIC
PAINT SHALL CONFORM TO MSHTO M24B TYPE ·N~
2. STOP BARS SHALL BE 12· WIDe: (WHITE).
3. P'AlNTEO ISLANDS SHALL BE 4· WIDE DIAGONAL UNES 0 ;]'-0· O.C. 8O(iDEREDi
BY 4' WIDE LINES (YEllOW).
4. ALL PARKING STALL LINES SHALL BE 4· WIDE (WHITE), ; i
,
i '
5. ALL PAVE:MENT MARKINGS AND SIGNS SHALL CONFORM 10 "MANUAL ON ! UNIFORM i
TRAFFIC coNTRoL DEVlCES~ ·STANDARD ALPHA8£1S FOR HIGHWAY SIGNS AND i !
PAVE:M£NT MARKINGS~ MlISSOOT. STATE BUILDING CODE AND ADA . REQUIREUtNrS, :
AND AS SHOWN ON THE PLANS &.-DETAILS. i . i i
i I
1 I ACCESSIBILITY NOtEs:
_ .. _ ." _ . _ . J __ .
1. ALL ACCESS/BtE ROUTES, TRANsmoNs, AND ACCESSIBLE PARKINC/LOADI{VG , ~
AREAS, I!VCLUDING ALL ENTRANCES TO BUILDING, SHALL ADHERE TO 52 ( OUR. , ,
2. SHOULD THE ARCHITECT PROVTDE ADDlnoNAL ENTRANCES OR MEANS DFi EGRES$.
ADDITIONAL ACCESSIBLE ROUTES MAY BE REQUIRED. :, i ... . I J. IT IS THE RESPONSIBILITY OF THE ARCHITECT AND CONTRACTOR TO NOnFYi THEl
ENGINEER AND LANDSCAPE ARCHITECT OF ANY CHANGES to Tl-fE PROPOPEO
BUILDING THAT WOULD AFFECT THE ACCESSIBILITY REQUIREMENTS OF THE ,.
PROPOSED SIT£. . .
4_ THE CONTRACTOR SHALL REVIEW /N DETAIL THE REQU/R£MENTS OF 521 '-pAIR
AND SHALL BE RESPONSIBLE FOR CONFORMANCE WITH SAID REGULAlTOfi(S. . ,
RECEIVED
MAR 30 2015
f', .,-
P ' • / ., .' ... ,: .. ' ,.': .. \ . Irt..,..;r ~" -.. , .:; .. > •. r' _ oJ
;
,
,
: . ,
: ; , '
PERM .'1':0
I
I
II '1 :
\' ,I
i
i .,
i , '
.'. ,
I! : '
: ' :
i -..i
DATE:
ALTO~' A-r"ro"'OF
ISA
i , . ,
EXISnNG CS
RIM=216.
a .,
I
iNV(12"RCP)-,,21.3·,:·-.. ··-.... -___ ~f~;;~~~f~~
PROP. YARD ,~~~~I~----'----H+---tH#--hPJ...i RfM=216.5
-------
: A""" "I" .,., Xi"., ;"i. ,
CARMEN A. BOTT A
.A.ND
EMIDOIO aOTTA
VORTSENTRY -I
RIM=217.0
I
I
-----JI
I
I I
3/4" GS UP I'
~-J"r. 21!}.~_
'-"-PC<EtB.D
I _,./ __ ,T.C,;., 218.6
.-218. I
SUB_SURFACE_~:::::::i:J~~:i;:lJlf'~!~~!~~~~~~I!~~~~~~!!~~~~~!l~~ INFILTRATION BASIN #J
I
i! ,
PROP. AREA DRAIN
RIM-21B.4
21B.6
218.1
--~--I
CB-J
RIM=217.9
\
PROP. YARD DRAIN --~--+iI--~~it~U-Ll
CB-I--~-ilT----Ht~
RIM=216.9
L1P/LP
Ii?~) /-5/2 .. _._._, .. ___ ,
EXISTI NG os
R!M"Zl;'§§ -~-
. ,
,< :,~~."
<t: J ;a
c-;-;6
h1.·
TOW=218.D
EXlSTfNG 6' HiG~i
WOOD FENCE.
/
/
17.8
I
J
/
\
I
i
I
I I
( I, / ;
.J
-
L C:~ISln ~G CONmETC r~ETAIN I NG
WALL WiTH 4' -H1GH WHOU GHT
iRON FENCE ON TOP TO REMAiN
LAND N/F
PRiDE CON'£NIENCE ,NC.
\
I
I
I !
LAND N/F
8RAGARAUS, LL':
i
-~--_..J.. __ __
I /1 I
r ! I II , I j i ' j
! I I
I 1/1 I ,:
I
I
i
I
I
I
I
I
i
I
: ! I --r;--, I I
\! .' '~--~.-L._._.~ .. "
\,
\,
SUB-SURFACE: 1.--f-J~\
OF iroRK/ ~ SEDIMENT BARRIER 0::) \\
(TYPICAL) , \
;:t ~
\
\
!..[.'
INFll TRA TlON BASIN #2 I
i
I
I
/
I
I
\
\
\
/
,
i
I
",{·if ,
/
/
\
I
\
---------.. --=-"",;,,-:---------_._.-._----_ ...
.=..::.. ..:::.--:::::-::-::.---~. -214'-.. _.-.. __ .--:::I \ __________________ 1
,2" HDPE INV,
OUT = 210.4:1"
! \ i \ , , , , ,
_____ • ___ .~ __ .... _.,J
'i--.---,\-_."'--'.'--'" ' ___ -0;;.:;: ._-"
""' EXISTING TOP OF
DRAINAGE BASIN RIM=217.9
FES
fNV=211.5
T,O.W. 217.0'
B.O.W. 1.l l'}'
\
I
\
\
I
INV-211.5
\
I
I
I
OF MJRK/ I [IJ
S£DIMENT BARRIER ~
(TYPICAL) I
VORTSENTRY-J
RIM=215.0
LAND N/F
SPROOKET REALTY, U.C
I
! :
BLANKET/N(" TO ALL 0-5 CONSRUCTro/D/STURB£D
>J:l
RI/,I-215.0
I
LAND N/F
COYOTE REALTY, LLC
GRADING um I7Y. AND EROSION/SEDIMENTATION CONTROL NOTES; .
I. SITE CONTRACTOR SHALL REFER TO SHEE:TS C -I, C -2, ANO 8Q,WNING
INFORIMOON REGARDING GRADING 4< DRAINAGE.
2, IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO C:ot~~~:f:E~~gRl~~J, INFORIM TlON CONTAlNE:O IN OTHER SHEE:TS WITH GRADING 4<
SHOWN HEREON.. . ,
J. PRIOR TO SUBMJmNG A 810 FOR CONSTRUCTION, THE snc
COMMUNICATE ANY DISCREPANCIES 8ETWEEN THE PROPOSE:O
SPECIFICATIONS WITH THE PROJECT PROPONENT, LANDSCAPE
SHOULD THE THE SITE CONTRACTOR FAIL TO COMMUNICATE
SHALL BE RESPONSIBLE FOR ANY COSTS RESULnNG FROM
4. CONTRACTOR TO VERIFY ALL UTILITY CONNEcnONS AND FRO"
EXISTlNG/PROPOSm BUILDING TO SEI?VICES IN STREIT. 'F ~~t/sg~~i1~;f! BETWEEN PLAN AND INFORMATION FOUND IN THE FIELD, Co
LANDSCAPE ARCHITECT IMMEDIATEL Y.
5. SE:E: ARCHITECTURAL PLANS FOR 8U1LDING OONNECTIONS OF Au. UTlLmES.
6. THE NATURAL GAS, ELECTRICAL, AND TELECOMMUNICAOONS sa!?l1(~ES !S/~O~~N Hr:~~df7 ARE SCHEMATIC IN NATURE TO DE:PICT CONNECTION OF SAID , TO . f:
8U1LO/NG(S). THE RESPECTIVE UTILITY PROVIDER SHALL BE RESPONSI8LE
DESIGN OF THE RE:LEVANT UTiUTY.
7. CONTRACTOR SHALL NOTIFY DESIGNER/ENGINEER OF ANY UNqPECTED OOIVallIONS '
ARE ENCOUNTERED DURING OONSTRUCTION.
8. ONCE DRAINAGE SYSTEM IS INSTALLED AND FUNCnONIN(;,
SHALL COORDINA TE Itf~ R LE'.£SOU£ ASSOCYA TE~ ~'M~I1~. ffrf~~~~~I!i~ fJV':'"I-(.:CAV.Yff(U(;rrr.;w AIV~ TJI.;j or IHe O/f,R,fNA6e ;$'O>'zi\<
£'rENTS TO O£TERMINE THE FUNCTIONALITY OF TH£
OURING SAID £IIENTS SHOULD ~E ORAINAGE: SYSTEM
UNO£!? R£AL IIDRLO CONDITIONS, RLA ItfLL RECOMMEND ~~~::~~~~:. ORAINAGE SYSTEM TO B£ IMPLEMENTED BY THE OHNER/SITE
9. ~/S PLAN IS PROVlO£D AS A BASIS FOR THE INITIAL SEDIM£NTAnON'AND '$?t~'1!of
CONTROL MEASURES. IT SHALL 8E THE CONTRACTOR's HESPONSlEin.rfr TO
EXPAND ~/S PLAN AS SITE OONDITIONS DICTA TE. IT IS THE CONTRACTOR
RESPONSIBILITY TO FRE'.£NT ~E OCOURRENCE OF SlLTA nON TO ItEtlANO IJE':.!;I%IR(:.€T :
AREAS AND THE AlO'.£MENT OF SEDIMENT BEYOND THE SITE 80i1NDA'RIE5.
; i " 1.-: .: i ,
: ;
J. IT IS mE RESPONSf8lLITY OF THE ARCHITECT AND CO,NT!.IoIC:rdR' . : ;
ENGINEER AND LANOSCAPE ARCHITECT OF ANY CHANGES r~~;~~~D.~~fDV1G!i THAT WOULD AFFECT ~E ACCESSI8ILlTY REQUIREMENTS OF -f I
4. ~E CONTRACTOR SHALL REVIEW IN O£TAIL THE R~~~~~~~ OF 521
BE RESPONSIBLE FOR OONFORMANCE W~ SAID I
BENCHMARK
SPIKE SET IN UTiUTY POLE j25T/J/2 LOCA1ED ON E:ASTERlY SlOE OF NORTH ~STFlEW SIREET NEAR SOU1H~ST CORNER OF PROJECT SITE.
ElEVATION 220.01 (TO""" OF AGAWAM DA TUM)
NQTfS
,
I. THE PREMISES SHOWN HEREON ARE mE: SAME AS THOSE CONVEYE:O TO NWST,.
LLC BY ~E DEEDS RECORDED AT mE HAMPDEN COUNTY REGISTRY OF DE£OS
IN 800K 18622 PAGE 69, BOOK 18622 PAGE 72, AND 800K 20.l52 PAGE 1462.
2. ~E PROPERTY BOUNDARIES SHOWN HEREON ARE BASE:O ON A FIELD 'Suf?t/&
P£RFORMED 8Y R LEVESQUE ASSOCIATES, INC. SEE PLAN BOOKIJ6 PAGE' 51,
PLAN BOOK 197 PAGE 89, PLAN BOOK J19 PAGE 40.
. ,
J. THE: SUBJECT PROPERnES SHOWN HEREON MAY BE SUBJ£CT TO' RIGHTS AND
EASEMENTS AS CONTAINE:O IN THE VARIOUS DEEDS OF R£OORQ DESCRIBING ,s4IP
PROPERTIES. THE LOCATION AND EXTENT OF ANY SUCH RIGHTS AND ,EASEMENTS
ARE NOT THE SUBJ£CTS OF THIS PLAN.
4. THE EXISTING CONDITIONS INFORMATION SHOWN HEREON IS BASeD ' ON AN
INSTRUMENT SURvEY PERFDRMED 8Y R LEVESQUE ASSOCIATES, iNC. IN
FEBRUARY 2D7J AND UPDATED DEC£M8£R 2014. E:LEVATIONS BASED ON TOWN ;
OF A~WAM DATUM (NAVO 1988).
5. THE WETLANDS SHOWN HEREON WERE DELINEATED BY D.L. B£J.N. INC. IN
SEPTEMBER OF 2012. : !
6. UNDERGROUND UTl4mt:s SHOWN HEREON ARE BASED UPON SURFACE FEATURES , . i
,
, ,
,
~ ;
i ' ;
I
i
I !
AS LOCATED 8Y SUR'.£Y AND AVAILABLE RECORD DATA AND 148£ APPROXIMATE:. I
ACTUAL LOCA TIONS SHOULD BE VERIFIED WITH THE APPROPRIATE (JTlLfJY ' i '
COMPANY AND/OR MUNICIPAL DEPARTMENT PRIOR TO OONSTRucnON. ! ,
RECE\VED j,
MIIR 302015 PERMI Ii G
i ;
I' I
~'
~!
" ~....j .
a~
~.t ...•• , , ,
~;
O ~
U i. ,.
i . Sou,th\jlkk, MA 1077
DATE;
. ,