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• • •
Town of Agawam
Planning Board
36 Main Street, Agawam, Massachusetts 01001-1801
Tel.413-726-9737 Fax 413-786-9927
June 22, 2018
Ralph DePalma
267 Hillside Road
South~ck,~ 01077
Gentlemen:
Giuseppe Tirone
36 Canterbury Lane
Feeding Hills, MA 01030
At its duly called meeting held on June 21, 2018, the Agawam Planning Board voted to approve
the Amended Site Plan entitled "Proposed Condominium Community, Map E6, Block 2, Lot 8,
497 South Westfield Street, Agawam, MA", prepared by R. Levesque Associates and dated
September 2012, revised 6114/2018 ~th the following conditions: The Engineering Department
memo dated June 21, 2018 (attached) shall be addressed ~th the exception of item #1. The
Planning Board does not support the requirement of a Traffic Study for this project at this time as
the amended plan shows a significant decrease in the number of dwelling units than the
originally approved project which ~ll provide for a decrease in the amount of traffic. All other
professional staff comments shall be addressed.
If you have any questions, please contact this office at 726-9737.
Mark R. Paleologopoulos, Chairman
AGAWAM PLANNING BOARD
MRP:prk
Cc: R. Levesque Associates
Bldg. Inspector
Engineering Department
Town Clerk
File
..~ < .. ~
To: cc:
From:
Date:
Subject:
• • TOWN OF AGAWAM
Department of Public Works
1000 S.f6e1d Street • Agawam, MA 01001
Tel (413) 821 0600 • Fax (413) 821 0631
Christopher J. Golba • Superiatendent
MEMORANDUM
PJaoojng Board, R. Levesque Associates, Marc Strange -Plllllnina Director
File
Engineering Division
June 21, 2018
Proposed Condominium Community TironelDepalma -497 South Westfield Street -SP-5SS
AB per yOW' request, Engineering has reviewed the revised site plana for the ploposed condominium
community at #497 South Westfield Street, Agawam, MA, dated JImCI 14,2018, prepued by R. Levesque
ABsociates, Inc. Based on OW'review, we have tbc followina comments:
Tpf'klPtdmtri!1!;
1. A traffic study and trip generation study is rcquimd for tbis project. Due to the proposed future
development in the area, a traffic signal may be warranted at South Westfield StJeet aDd Pine Street.
Conduits will be installed as part of the upcoming project to mjnjmj7ll pavemeat disturbance wbeDl'lf
a new signal is installed. Per Mayor Sapelli, if a sipal is warranted. the coat of the signal will be
shared amongst the future developers in tbc area. Pmcentage of COSIII will be baaed on trip
generation.
2. In a.ccordance with the Agawam Complete Streets policy, the DPW is currently worldng on plana to
install sidewalks from the iDtersection of South Westfield Street and Pine Street. contjmring north
past Route 57 and coDDCCting to tbc existing sidewalk at Heodom Drive. This will improve
pedestrian traffic and safety and provide better connectivity to FeediDa Hills Center. In an eft'ort to
further improve connectivity to residents of South Westfield Street (including the residents at Soldier
On), the DPW is requesting a sidewalk be installed within the town layout along the :fronta&e of the
CODdominium project (between units 67-80) on South Westfield S1reet.
SiteLaygt;
3. The driveway of units 59 It 60 exits directly into the proposed mini-roundabout. Fngineerillg
recommends the driveway be redesigned 80 that vehicles BIe not exiting directly into roundabout
traffic·
4. Top of wall elevations for -m unit should be noted on the site planJ.
S. Fngitwring mderstands that the accessible plltking space locatioml may need to change baaed on
resident need. However, the total number of IICCeIJsiblc spaces will need to meet the minimum
requirements and shall be evenly spaced throughout the site at all times.
6. "Crosswalk Ahead" signs are rec< qllli"'Gded but DOt rcquimd for the mid-block crosswalks.
7. Individual DPW Driveway Pcmnits will be requi%ed for each of the driveways on South Westfield
Street.
8. Fngirwring will be working with the developer, Fire and Police Department on the ecIdress
assigmnents for tbis project. For emergency purposes, it is likely that the units on So1lth Westfield
Street will need to have South Westfield Street addresses even if their mail is delivered to the
COIDJI11mity mailbox.
• • Stormp"'r;
9. TheJe are proposed catch basins located at the end of the driveways of units 13 &: 14,25 &: 26. 27 &:
28, 45 &: 46, and 53 &: 54. These catch basins will require a Oat basin top as opposed to a CUIb inlet.
The Contractor shall provide a catch basin top detail without a CUIb inlet on the site plans.
10. Prior to the disturbance of any area in each phase, the Owner, Contractor, Town Engineer. and
members of the Conservation Commission sbaIl meet ODsite to agree upon a loc:ation whete fill and
other matcriaIs will be stored II well as loc:atioDS for each of the requited temporllY sedimentation
basins BlId erosion control SWBles. No sedimentation basin sball be placed in an area wbcre an
infiltration basin, bio-retemion pond or rain garden is proposed. The conservation commjssion may
wish to mquiR a tentative plan for sedjmentation basin locations; however, these willlikcly aeed to
be adjusted as the project progresses.
11 . The 1evel spreader is to be inspected during BlId after rainfall events to c:usure proper COO8l1uction.
Reconstruction BlId possible ro-design may be neces illy ifit is not func:tiooing properly.
12. The Town of Agawam will uecd to have a legal right of entry to the property in ordez to maintain the
municipal drainage system.
13. A comprebeusive Operations &: Maintenance Plan for the stormWllter drainage system iDcluding all
pipes. structures, outfalls. basins and rain gardens sball be made available to the CondnmjnjIDD
Associates upon completion of COIJ8trucIion. The 0 &: M Plan is to include the _ and contact
information of all puties IeSponsible for the maintenance of the drainage system.
14. AocordiDg to the dc:tc:ntj0ll basin cross-section, the seasonal high grotmdwater elevation is above the
bottom of the basin. Based on Greg Newman's review in 2013, extra care may be required during
maintenanoe of this section of the pond 10 prevent stapant water and mosquito breeding,
15. In 2013. Engineering commented on the condition of the existing muoicipal outfall Deer1he proposed
wildlife c:rossing. The pipe appeared to be in decent CODdition lit that time, but was impacted by
several adjacent trees. Engineering has not had an opportuDity 10 recently inspect the outfall It is
mquested that the contractor be allowed to remove all trees (sumac) and other vegetation that may
compromise the pipe in the easement. Engineering may have additional commeuts on this issue after
a site inspection has been completed.
WatHlSe!ven
16. The Deputy SuperintendeDt of Water and Sewer would like the proposed water main in ftont of tmfis
79 &: 80 to either be looped or a metered IIIto flushing device be installed at the end of the line.
17. The following details will need to be submitted for review prior to CODStruction: Sewer pump station
(with venting. back-up generator. and emeraencY notice). a detail for the proposed sewer tnmsition
manhole location and venting detail.
0tIter:
18. Bngineering will work with the developer during construction to c:usure there is adequate overhead
street lighting on South Westfield Street in this project location.
Enginec:ring may have additional comments if any new information is provided. If you have any questions,
please do not hesitate to contact us.
Sinc:erdy.
~il't?for MiclIaeii.Albro. P.E.
Assistant Town En~
{{1(~ Michelle C. ..E.
Town EngilWJf
S:\1pI555 depolrna tironc .... do •• 497 ocuth ~ .. tficld st'mcmoslO8 r<,",ied plan. revicw. ,06201 i .doe
AGAwaM FIRE DEPA4t.TMENT
800 MAIN STREET, AGAWAM, MA 01001
TELEPHONE (413) 786-0657 FAX (413) 786-1241
ALAN SIROIS, CHIEF OF DEPARTMENT
FRANK MATUSZCZAK , DEPUTY CHIEF
JACOB N. G. DUSHANE, FIRE INSPECTOR
June 18,2018
Plan Review For:
497 South Westfield Street
Feeding Hills, Ma 01030
Dated: June 6, 2018
Prepared by R Levesque Associates, Inc.
Planning Board Members;
afdchief@agawarn.ma.us
afddeputy@agawarn.ma.us
afdinsp@agawarn.ma.us
I have reviewed the plan submitted before you for the proposed modification to the
condominium plan that was already approved. I have spoken with R Levesque Associates about
department vehicles being able to access this site and all of its structures.
R Levesque Associates Inc. has been working hard to meet all the applicable codes and standards
for this project. With the plan before you the codes and standards have been met.
Therefor:
I accept the current plans as they are currently designed. These plans have fire department
approval.
If there are any questions please contact this office.
Fire prevention is everyone's responsibility.
Lt. Jacob N.G. Dushane
Fire Inspector
afdinsp@agawam.ma.us
(413) 786-0657 EXT 8883
Pamela Kerr
From:
Sent:
To:
Subject:
•
Pamela Kerr
Monday, June 18, 2018 8:52 AM
Michelle Chase; Michael Albro
FW: South Westfield Street
•
Good Morning -I had sent you a revised plan to review for this week's Planning Board meeting. Attached is the full set
of plans for your review both for this week's Planning Board meeting and next week's Conservation Commission
meeting.
Thank you.
Pam
From: John Tomaszewski [mailto:johnt@rlaland.com]
Sent: Friday, June 15, 2018 4:00 PM
To: Pamela Kerr; Marc Strange
Cc: robl@rlaland.com; 'Bitzas Williams Sofia'; 'Ryan Nelson'
Subject: South Westfield Street
Good afternoon Marc,
Please follow the link below to view a PDF of the revised site plans for the South Westfield Street condo project. Ten
paper copies of the plans will be delivered to your office on Monday morning as we discussed. Please let me know if you
have any issues with the link.
https://www.dropbox.com/sh/vy5xnnemru9yx53/AABBGeqQ 8epZDASeZNx WvIOa?dl~O
Have a great weekend!
John Tomaszewski
R Levesqllc Associwes. inc.
40 School Street, P.O. Box 640
Westfield, MA 0\ 085
P 4\3.568.0985 (x-IO?) F 4\3.568-0986
www.rlaland.com
From: Pamela Kerr [mailto:PKerr@agawam.ma.us]
Sent: Friday, June 15, 2018 2:02 PM
To: John Tomaszewski
Subject: RE: South Westfield Street
Hi John -Is this the final plan that we want Engineering to review?
Pam
From: John Tomaszewski [mailto:johnt@rlaland.com]
Sent: Thursday, June 14, 2018 5:30 PM
To: Pamela Kerr
1
Cc: 'Bitzas Williams Sofia'
Subject: South Westfield Street
Hi Pam,
• •
Last second, but please see attached PDF of the latest overall plan for South Westfield Street condos.
Regards,
John Tomaszewski
R Levesqu<.: /\ .. ssO;_'L:IC_:._ ! n(:
40 School Street, P.O. Box 640
Westfield, MA 01085
P 413.568.0985 (x-I07) F 413.568-0986
www.rlaland.com
Confidentiality/Public Record Statement. Under Massachusetts Law, any email created or received by an employee of The
Town of Agawam is considered a public record. All email correspondence is subject to the requirements ofM.G.L. Chapter 66. This
email may contain confidential and privileged material for the sole use ofthe intended recipient. Any review or distribution by others
is strictly prohibited. [fyou are not the intended recipient please contact the sender and delete all copies.
2
From: LETTER OF TRANSMITTAL
R LEVESOUE ASSOCIATES, INC. Date: (nllIH ':Ill/¥{
A Land Planning Services Company : No:
www.naland.com : Name: II. J. I). l':';;:
40 School Street, P.O. Box 640, Westfield, MA 01086 RE: 413-568-0985 (0) 413 -568-0986 (F)
To: ~WIlA tk.w.)~j lkd M~ ~+.
~Wq'M,f.tA (]loot
Attention: ~ctt\\ ~
We Are Transmitting to You: o Under Separate Cover VIA o Attached
nt'Plaos 0 Approval of Subcontractor 0 Copy of Letter
o Specifications 0 Order on Contract 0 Photographs
o Report 0 Original Drawings 0 Proposal
o Form 0 Other
nUlr
Date
UJa'.IUj; Description of
In (AIN 11"/ 9k Pi
These are Transmitted as Noted Below:
[)( For Approval 0 Approved as Submitted o Resubmit __ Copies for Approval
D For Information D Approved as Noted o Resubmit __ Copies for Distribution
~ForAction D For Corrections D Return Corrected Prints
D As Requested D For Review and Comments D
Remarks: 2?~j !J)uc-y= M !,6 L""",.0 ~ '¥Qv ~
~J-)..~ -e~:'d: ' l; RECEI'JEg .
JUN 1 8 2018
0 ... AGAWi~M ~
'So PLANNING BOARD 0 U
By:
Note: If Enclosures are not as noted, please notie, us at once.
• •
To: Planning Board
From: Sgt. Steve Grasso
Date: June 13, 2018
Re: 497 South Westfield Street Amendment
According to the site plan amendment there will be a reductibn in proposed units
from the original proposal. The current proposal will certainly reduce the amount
of traffic coming and going from the property. There will be six additional road
cuts for driveways along South Westfield St. I support "no parking" signs along
this stretch of road on South Westfield Street. As submitted, the plans indicate
one way travel both in and out of the property. I encourage the proper signs to
designate one way travel and a "Do Not Enter" sign at the exit driveway.
Based on the amendment, the proposal would appear to have little negative
impact on pedestrian, bicycle and/or motor vehicle traffic safety.
•
Town of Agawam
Interoffice Memorandum
To:
CC:
From:
Date:
Subject:
Engineering Dept, Police Dept., Fire Dept., ADA Committee
Planning Board
617118
Revised Site Plan -South Westfield Street -DePalma
Please review and comment on the attached revised Site Plan for Ralph DePalma's
condominium project on South Westfield Street prior to the Board's June 21, 2018
meeting.
Thank you.
:prk
FROII THE DESK OF •.•
YOUR NAME
TITLE
TOWN OF AGAWAM
36MAIN$T
AGAWAM, MA 01 001
Email address Here
413-786-0400 X Extension
Fax: 413-786-9927
• R LEVESQ UE ASSOC IAT ES, INC.
<10 School Street. VJestfir.ld, MA 01085
P 1113.568.0985 . f 413.563.0986 . www.rlal~!'ld,CDm
June 7. 2018
Mark Paleologopoulos. Chairman
Town of Agawam Planning Board
36 Main Street
Agawam. MA 01001
RE: Request to Amend Site Plan Approval
MADEP#087-0593
497 South Westfield Street. Agawam. MA
(Map E6. Block 2. lot 8)
RLA Project 1090506
Dear Chairman Paleologopoulos & Members:
•
On behalf of the applicant. Ralph Depalma. we are requesting to amend the Site Plan Approval issued
on September 23. 2013 for a proposed condominium project at the above referenced site. The
amendment consists of a revised site plan layout which will utilize duplex structures as opposed to the
original proposal of 4 to 7 unit buildings. The previous site plan in 2012 showed a total of 131 proposed
units while the updated layout has 78 units. The proposed revisions will reduce the total number of
condo units as well as reduce the area of impervious surface. A copy of this request and revised site
layout plan has been submitted electronically via email to the Town of Agawam Planning Board.
We are hereby requesting to be placed on the Planning Board's next available agenda. Should you
have any questions or comments regarding this matter, please do not hesitate to contact our office
at your earliest convenience.
Sincerely,
R LEVESQUE ASSOCIATES. INC
~JY;~
Sofia A Bitzas. JD
Director of Operations
RECEIVED
JUN 07 lOIS
AGAWAM
PLANNING BOARD
A LAND PLAN NING SERVICES COMPANY
• •
TOWN OF AGAWAM, MASSACHUSETTS
FORMD
Amendment to:
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
______ J~u~n=e~7 ________ ~2018
1. Name of Business _Nc:/e.-A'----______________________________________ _
Address 497 South Westfield Street (Map E6, Block 2, Lot 8) Agawam, MA 01001
Phone # 413-531-2020 (Depalma) Fax # __ ---=-:N:.c/A-'---_____ email N/A
2. Name of Applicant/Owner Mr. Ralph DePalma and Mr. Giuseppe Tirone
Address 36 Canterbury Lane, Feeding Hills, MA 01030
Phone # 413-330-8722 (Tirone) Fax # ---'-'N"'/A-'--_______ email N/A
3. Name of Engineer/Architect Robert M. Levesque, RLA, ASLA
Address 40 School Street, P.O. Box 640, Westfield, MA 01086
Phone # 413-568-0985 Fax # 413-568-0986 email ryann@rlaland.com
4. Please give a brief description of the proposed project:
The amendment consists of a revised site plan layout which will utilize duplex structures as opposed to
the original proposal of 4 to 7 un~ buildings. The previous site plan in 2012 showed a total of 131 proposed
units while the updated layout has 78 units. The proposed revisions will reduce the total number of condo
units as well as reduce the area of impervious surface. A copy of this request and site layout plan
has been submitted electronically via email to the Town of Agawam Planning Board.
• •
From: LETTER OF TRANSMITTAL
R LEVESQUE ASSOCIATES1 INC. Date: June 7, 2018
A Land Planning Services Company Proiect No: 090506
www.rlaland.com Project Name: 497 South Westfield Street
40 School Street, P.O. Box 640, Westfield, MA 01086 RE: Amendment to Site Plan Approval
413-568-0985 (0) 413 -568-0986 (F)
To: Town of Agawam Planning Board
36 Main Street
Agawam, MA 01001
Attention: Pamela Kerr
We Are Transmitting to You: o Under Separate Cover VIA 0 Attached
[gI Plans 0 Approval of Subcontractor 0 Copy of Letter
o Specifications 0 Order on Contract 0 Photographs
o Report 0 Original Drawings 0 Proposal
[gI Form Form D Site Plan A~~roval 0 Other
Number DWG.lRevision Drawing Description of Copies Date Number
10 6nt18 -Form D Site Plan Approval
10 6/6118 -Site Plans
Tbese are Transmitted as Noted Below:
[8] For Approval 0 Approved as Submitted o Resubmit __ Copies for Approval
0 For Information 0 ApproVed as Noted o Resubmit __ Copies for Distribution
[8] For Action 0 For Corrections o Return __ Corrected Prints
o As Requested 0 For Review and Comments 0
Remarks: RECEIVED
jljN e!J-
AGMVAM
PLANNING BOARD
Ralpb Depalma
Q Giuseppe Tirone ~ .. . 2
l$
U
By:
Note: If Enclosures are not as noted, please notify us at once.
-Town of Agawam \.
36 Main Street Agawam, Massachusetts 01001-1831
Tel. 413-786-0400 Fax 413-786-9927
PLANNING BOARD
September 23, 2013
Ralph DePalma
267 Hillside Road
South~ck,A!A 01077
Gentlemen:
Giuseppe Tirone
36 Canterbl,lr}'Lane
Feeding Hills, MA01030
At its du1y called meeting held on September 19, 2013, the Agawam Planning Board
voted to approve the Site Plan entitled "Proposed CondominilUl1 Cortununity, Map E6,
Block 2, Lot 8, 497 South Westfield Street, Agawam, MA", .pteparedbyR. Levesque
Associates and dated September 2012, revised 9/17/2013 ~th the following condition:
All professional staff comments shall be addressed.
If you have any questions, please contact this office at 786-0400, ~xtension 8738.
Sincerely,
~~PD~cJ.
Travis P. Ward,Chainnan
AGAWAM PLANNING BOARD
TPW/DSD:prk
Cc: R. Levesque Associates
Bldg. Inspector
Engineering Dept-
Town Clerk
File
To: ce:
From:
Date:
Subject:
• •
TOWN OF AGAWAM
Department 01 Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 821 0600 • Fax (413) 821 0631
Cluiltopher J. Golba •. Superintendent
MEMORANDUM
Conservation Commission, Planning Board, R. Levesque Associates
File .
Engineering Division
September 19, 2013
Proposed Condominium Community Tirone/Depalma -497 South Westfield S1reet -SP-555
Engineering has reviewed the most recent revisedp1ans for the proposed condol!linium cOmmunity at #497
South Westfield streei. Agawam, MA; Dated: 9/171l013,thestoliilWi¢er ca.k:uIalions (reCeived on
812212013), the revised sheets 0-3, D~ and C-7 (~ived on 9/1012013) and the test pit information
reCeived on 91612013". Engineering has prepared the following comments which are either
recommendations or items that me to be . addressed prior to or during construction:
. StoJ'lll'll'ater[CoDlcmtion C!'mmluionj . . . ..
1. F.ngineering recommends that the Conservation Commission mIikc the follOwing be included in the
conditions oftheapjlrovai: . .
a. SheetC-2lsliowB a.construction entimwe on the northern area of the me, but there is no stone
erosionpadsbown. It is recommended that as a condition of the approval. the Conservation
Commission :ftquire a construction entrante .• tthis li>I:aD<>n if it isdetennincid that the existing
driveway i9not adeqllllte.
b. Prior to the distui:bance of any area in each phase, the Owner,Contractor, Town Engineer, and
membersQftheConservation CommisSion Shall meet onsite to agree upon a location where
fill alidotbetmliterials· will be stored as well as locations for each of the required temporaxy
sedimentatinnbasins and erosion coJ;IIrQ1 swales. No sedimentation basin sbJdl be placed in an
area where an · infiltration basin,bio-retentionl'0#d oi .~ .. 8IU'den . is proposed. The
conservation commission may wish to require a tentative ·pliin for sedimentation basin
locations; howev:e.-,thesewilllikely need to be adjusted as the project progresses.
c. The level spreader is to .be inspected during and after rainfall events to ensure proper
conStruction. Reconstruction and possible re-design may be necessary if it is not functioning
properly.
d. The Town of Agawam will need to have a legal right of entry to the property in order to
maiJrtain the municipal drainage system.
e. A comprehensive ·· Operati«;ms & Maintenance Plan for the stormwater drainage system
including all pipes, structures,outfalls,basins and rain gardens shall be made available to the
CondominitUn Associates upon completion of constrIlCtion. The 0& M Plan is to include the
names and contact information of all parties resPonsible for the· maintenance of the drainage
system.
2. According to the detention basin Cross-section, the seasonal high groundwater elevation is above the
bottom of the basin. Based on Greg Newman's most recent review, extra care may be required
during maintenance of this section of the pond to prevent stagnant water and mosquito breeding.
• •
3. Engineering recently inspected the location of the existing municipal outfall near the proposed
wildlife crossing. The pipe appears to be in decent condition, but is being impacted by several
adjacent trees. It is requested that the contractor be allowed to remove all trees (sumac) and other
vegetation that may compromise the pipe in the easement.
Traffie/Pedestrian:
4. Engineering understands that the accessible parking space locations may need to change based on
resident need. However, the total number of accessible spaces will need to meet the miDimum
requirements and sball be evenly spaced throughout the site at all times.
5. "Crosswalk Abead" signs are recommended but not required for themid.j)lock crosswalks.
6. Individuel DPW Driveway.Permitswill be required for each of the driveways on South Westfield
Street.
7. Engi.o.eering will be working with the deVeloper, Fire IIIldPo!ice])eparttnent on the address
assignments for this project: It is likely that the units onSoutb We$fieldStfeet will need to have
South Westfield Street addresses even if their mail is delivered to the cotnmunity mailbox.
WaterlSewer:
. 8. The Deputy Superintendent of Water and Sewer wouldlike~ proposeci water main in front ofunits
126 to 131 to either belooped or a metered auto tlllShing device:&e insbU\edatthe end of the line.
9. The following details will need to be submitted for review prior to constl11ction: Sewer pump station
(with venting. back-u'pgcnerator, and emergency notice), a detail for the proposed sewer transition
manhole location aDd \Ie1I.t!ng detail.
Other: . . .
10. Engineering will work with thedevcloper during construction to ensure there is adequate ovem.ead
street lighting on South Westfield Street in this project location.
Engineering may have additional comments if any new information is provided. If you have any questions,
please do nothesitate to contact us ..
Sincerely,
~~~.
Michael F. Albro, P.E ..
Assistant Town Engineer
r
To: cc:
Fro.:
Date:
SOjed:
• .-TOWN OF AGAWAM
DepartmentojPublic Works
1000 Sumeld Street • Agawam, MA 01001
Tel (413) 821 0600 • FaX (413) 821 0631
CluUtopllu J. Golba • -Saperintelldlilt -
MEMORANDUM
CODSCrVation Commission, Planning Board, ~ Levesque Associates
File
Engineering Division
~19,2(U3
ProposcdCondominium Community TIl'OIIeIDepalma -497 South Westfield St=t -SP-SSS
Engineering has reviewed the most recent revised plans for the proposedCoD.clOOl.inium commUDity at #497
South Westfield Street, AgaWlllll, MA; Dated: 9/171lO13, the ~ calculations (received on
812212013), the revised sheets 0-3, D-6and C-7 (received on 9/10l2013)aI1d the test pit information
received on 9f6l2013";Engineering bas prepared the following comments whicll are either
reromllll'Jldations or items that iue to be adcIn:ssed prior to or during construction:
§tor_aterlCo,urvation Cll.mlgion;
1. Engineering recommends that the COnservation Commission make the foUowing be included in the
conditions of the a~val: -
a. Sheet C-2} shows 11 construction entiani:e on the northern area of the site, but there is no stone
erosion pad sbown.It is recommended that as a condition of the approval, the Conservation
COmmission require a cODStruc:tion entrance atthislO\:ldion ifitis determinCd that the existing
driveway is not adequate. --
b. Prior to the disturbauce of any area in each phase, the Owru:r, Contractor, Town Engineer, and
members of the Conservation Commission Sba.Il meet onsite to agree upon a location where
fill and . other materials will be stored as well as locations for each of the requiml tempoJary
sedimenhl1iOn basins and erosion control swales. No sedim'1"'ation basin shall be placed in an
area where an infiltration basin, bio-retentionpond -or rain garden -is proposed. Tbe
conservation commission may wish to require ate:nlativeplaD. for sedimentation basin
locations; however,these will likely need to be adjusted as the project progresses.
c. The level spreader is. to be inspected during and after rainfall events to ensure proper
construction. Reconstruction and possiblere-design may be necessary if it is not functioning
properly.
d. The Town of Agawam will need to have a 1egalriglrt of entry to the plOperty in order to
maintain the m.micipel drainage system.
c. A comprehensive -~01lS &; Maintenance Plan for the stonnwater drainage system
including all pipes, structures, outfalls,basinsand rain gardena shall be made available to the
Condominium Associates upon completion of construCtion. . The 0& M Plan is to iDclude the
names and contact information of all parties respoosiblefor _ the maintenance of the drainage
system.
2. According to the detention basin cross-section, the aCasooal high groundwater elevation is above the
bottom of the basin. Based on Greg Newman's most recent review, extra care may be required
during maintenance of this section of the pond to prevent. stagnslltwater and mosquito bmlding.
• •• 3. Eugineering rccentIyinspeetcd the location of the existing municipal outfall near the proposed
wildlife crossing. ·The pipe appears to be in decent condition, but is being impacted by several
adjacent trees, It is req~ that the contractor be allowed to remove all trees (sumac) and other
vegetation that may compromise the pipe in thecasemeUt:
Ip!fic;JPecJgtr!ep;
4. Enginrning WIderstands that the. ac«ssiblc p8Jking space locations may need to change based on
resident need.. However, the to1lllnumber of accessible spaces will need to meet the minimnm
requirements and shall be evenly spaced throughoutthesi~ at all times,
5. "Crosswalk Ahead" sigus arc recommended but not required for the mid-b1ock crosswalks..
6. Individual DPWDriveway.Permitswill be required for each of the dri"YCWa)'B on South Westfield StJeet. ...
7. Engin.eering will be wmking with the deVeloper. Fire and Police l)epfq:bnent OIl the address
assignments for this project: h is likely that the units on South Westfield Street will Med to have
South Westfield Street addlesscs even if their mail is delivered to the community mailbox.
WaterlSewv;
8. The Deputy Superintendent of Water andSewcr would like tile poposed watf:r main in front ofUDits
126 to 131 to cither be looped or 8 metered IlUto flushing dtMcebeinstallcd aBbe end oftbc line.
9. The following details will need to. be submitted for review prior to constzuction:Scwer pump station
(with venting, back-up gCDeJ1ltor, and emergency notice), 8 detail for the proposed sewer transition
manhole location and venting detail.
Other:
10. Engineering will work with tbe developer during constructiontoenswe1lH:reis adequate overhead
street lighting on South Westfield Street in this project location.
Engineering may have additionalCODlJ]leDts if any new information is provided. If you have any questions,
please do not lu:sitate to contact us.
Sincerely,
~&~.
Michael F. Albro. P.E.
Assistant Town Engineer
tLUL.CL-. ~lle c. chisc~i
Town &lgincer
Town of Agawam
September 12, 2013
Deborah Dachos
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
Director of Planning and Community Development
36 Main Street
Agawam, MA 01001
Dear Ms. Dachos:
This letter is to inform you that the property located at 497 South Westfield Street, owned
by Ralph DePalma and Giuseppe Tirone, is under Chapter 61A, the
AgriculturalfHorticultural act that values land according to its agricultural use.
According to MGL Chapter 61A, Section 14, a notice of intended or determined
conversion must be filed with the Town of Agawam so that the town may exercise it right
of first refusal to purchase the property. It is my understanding that to this point a notice
of intent has not been filed with the town even though the owners are in the final stages
of securing approval for a condominium development on the property.
I have spoken with the City Solicitor, Vincent Gioscia, regarding the matter, and he is
also of the opinion that a notice of intent of conversion should be filed with the town
since the property is under Chapter 61 A.
I hope that this information is of assistance to you. If you have any questions, or need
further information, lease feel free to contact me.
! ! ,
Assessor
• •
R LEVESQUE ASSOCIATES, INC.
40Schoot StNat . Westfl4d. MA 01085 -p 4El.5&8.0985 . f 4S.s&a.0B8S -·~com ---
!~ LA
August 30, 2013
Mr. Travis Ward, Chainnan
Town of Agawam Planning Board
36 Main Street
Agawam, MA 01001
Re: Request 10 Continue Public Hearing
497 South Westfield Street -Site Plan Review & Approval
Dear Mr. Word,
On behalf of our dients, Mr. Giuseppe Tirone and Mr. Ralph Depalma, _ ore herein requesting to
aontinue the Public Hearing scheduled for September 5, 20 13 regarding the above-referenced mafler to
the next available meeting dote of the Planning Board. This request has baensubmitladto
accomnladotethe ongoing peer review process and coordination efforts.
Should you hove any questions or concerns, please feel free to con1od our office at your earliest
convenience.
Sincerely,
R. LEVESQUE ASSOCIATES, INC.
John Tomaszewski
Project Engineer
A LAND PLANNING SERViCeS COMPANY
To:
CC:
From:
Date:
Subjeet:
•. -
TOWN OF AGAWAM
Department of Public Works
1000 Snflield Street • Agawam, MA 01001
Tel (413) 821 0600 • Fax (413) 821 0631
Christop.cr J. Golba • Supcrintelldeat
MEM:UM
COIlSCI'Vlltion Commission, Planning R. Levesque Associates
File:
Engin-mg Division
August 22, 2013
Proposed Condominium CommunityTironelDepalma -497 South Westfield Street -sp-SSS
Engineering has reviewed the: most recent revised plans and stormwater calculations for the proposed
condominium community at #497 South Westfield Street, Agawam, MA; -Plepa(ed for: Joe Tirone & Ralph
DePalma, 36 Cantr:rbury -Lane, Feeding Hills, MA; PIipared-by: -RLA - R Levesque Associates, Inc., 29
Broad Street, P. O. Box 640, Westfield, MA 01086; Dated: 811912013 ." These latest plans are not a
complete set as several sheets have not been submitted. Engineering has ptcpared the following comments:
Stormwater/Coplmation Commj •• ion:
I. Engineering recommends that the Conservation Commission nlake the following be included in the
conditions of the: approval:
a. Sheet C-21 shows a construction entrance on the northern area of the site, but there is no stone
c:roai.on pad shown. It is recommended that as a condition of the approval, the: Conservation
Commission -RquW: a construction entrance at this location if it is determined that the: existing
driveway is not adequate.
b. Prior to the disturbance of any area in each phase, the Owner,COtitractor, Town Engineer, and
members of the Conservation Commission shall meet onsite: to agree upon. a location wbcrc
fill and other materials will be stored as well as locations for each of the required temporary
Sl"'iimcntation basins and erosion control swales. No sedimeDtation basin sball be placed in an
area wberean infiltration basin, bio-retention pond or rain garden is proposed. The
conservation commission may wish to require a tentative plan for sedimentation basin
locations; however, tbc:sewilllikely need to be adjusted as the project progresses.
c. The level spreader is to be inspected during and after rainfa1l events to ensure proper
construction. Reconstruction and possible re-design may be necessary if it is not functioning
properly. -
d. The area downstream from the level spreadersball be evenly graded to promote: sheet flow.
North American Green "Shoremax" scoUr protection mat shall be installed in the slope to
prevent erosion downstream and vegetation is to be 'Well established before the drain pipe is
connected. '
e. The Town of Agawam will need to have a legal right of entry to the property in orckr to
maintain the municipal drainage system.
t: A compiebensive Operations & Maintenance Plan for the stmnwater dminage system
including all pipes, structures, outfalls, basins and rain gardens shall be made available to the
Condominium Associates upon completion of construction. The 0 & M Plan is to include the
names and contact information of all parties responsible for the maintenance of the drainage
system.
, , '. •
2. Phase n construction shall include the cul-de-sac and Rain Garden #3. The phase plan needs to show
the delineation of pavement (at the roundabout) and note the extents of which utilities are to be
constructed.
. 3. The inverts of the roof drain leaders into the drain manholes are not shown on the plans.
4. Sheet C-12 shows the roofleadcr from Units 37-40 connecting directly into the drainage pipe flowing
to DMH 7+55. There should be a clean out at this connection.
S. There should be two separate riprap outlet energy dissipater details. One should be for the level
spreader (labeled L8-1 on Sheet C-7) and another should be fur the pipe inlets to the detention basin,
infiltration basins, biorctention basin and rain gardens. Engineering has already discussed this issue
with R. Levesque AssocUdes.
6. The Town is currently working with R. Levesque Associates on the final level spreader design for the
new municipal outfall. The final ground elevation around the· area of the outlet pipe needs to be at
least the same height as the top of pipe to prevent channelized water from spilling out over the
ground. The IIml downstream of the level spreader must be graded to maintajn sIu:ct flow.
Gcotextile fabric must be installed downstream of the level . spreader to prevent erosion. The
geotextile fabricattd stone of the level spreader should overlap for a minimum of 2 feet An edited
level spreader detail has.been sent to R. Levesque Associates.
7. Sheet C-IS shows a Red Maple tree to be planted near the p:roposed level spreader (18-1).
Eogineeting recommends that this tree be removed.
8. According to the detention basin cross,-section, the seasonal high gJ'Oundwater elevation is above the
bottom of the basin.
9. The revised stotmwater report indicates that R. Levesque Ass«:iates Inc .. is to petform an additional
test pit in the area of the bion:tention basin. Engineering will need to review that information when it
becomes available. . .
10. Engineering recentlymspected the location of the existing municipal outfall near the proposed
wildlife crossing. The pipe appears to be in decent condition, but is being impacted by several
adjacent trees. It is requested that the conttactor be allowed to remove Iill tmls (sumac) and other
vegetation that may compromise the pipe in the easement. .
11 . R, Levesque is checking to see if the basement floors for Units 60-77 are raised above seasODal high
groundwater elevation.
12. Engineeting is in the process of reviewing the latest stormwater calculations for this project.
TraflicIPedestri8Di
13. Engineering understands that the accessible parking space locations may need to change based on
resident need. However, the total number of accessible spaces will need to meet the minimwn
requirements and shall be evenly spaced throughout the site at all times.
14. Levesque will be adding the spot grades on one of the curb ramps shown in the roundabout detail.
15. There is no detail for the triangular curb ramp located in front of the mailbox.
16. PIease add the followiIlg note to the plans: All street name signs shall meet the current MUTCD
standards and Agawam design requirements.
17. Waming signage for each of the crosswalks need to be ·added ·to the plans per MtITCD standards.
Also, "Crosswalk Ahead" signs are highly recommended for some of the mid-block crosswalks.
• •
18. One-way (double sided) and street name signs shall be shown at the entrance and exit of development
on South Westfield Street. .
19. Tum advisory signs (with driveways shown) that meet MUTeD standards are needed prior to the
bend of South Westfield Street in both directions. The Town of Agawam will be installing chevron
signs on this bend for added safety.
20. Keep right signs are needed on the two splitter islands entering the roundabout.
21. Please show the pitch of the mountable center island in the roundabout.
22. On sheet C-20 many spot grades show 2.0"10 cross slopes and . 8.0% slopes on the curb ramps, it is
recommended that 1.5% and 7.5% pitch be shown to aJIow for a minor increase in pitch during
construction.
23. Stop bars shall be painted at the western connection road between the two boulevards (see C-4).
24. Individual DPW Driveway Permits will be required for each of the driveways on South Westfield
Street.
25. Advanced intersection warning signs (W2-8) fur the Project sball be installed in both directions on
South Westfield Street. The street name sign placard (W16-8p) sbaIlbe installed below each W2-8
advisory sign.
26. Engineering will be working with the developer, Fire and Police Department on the address
assignments for this project It is likely that the units on South Westfield Street will need to have
South Westfield Street addresses even if their mail is deliveredtotbe cooimllnity mailbox.
WaterlSewer:
27. The Deputy Superintenc:lCnt of Water and Sewer has .comments regarding the water main design:
a. Please specify. the phasing of the water main installation. There is a concern about water
quality between phases 3 and 4. Phase 3 should include the water main loop fur phase 4.
Phase 2 water needs to extend to the roundabout and back.
b. Levesque has .. ~ 10 .install a metered auto flushing device at the end of the cul-®-sac (see
attBched detail). .
c. The proposed water main in front of units 126 to 131 sbaIl either be looped or a metered auto
flushing device needs to be instaJIed at the. end of the line.
28. The following details will need 10 be submitted for review prior to construction: Sewer pump station
(with venting, back-up generator, and emergeocy notice), a detail for the proposed sewer transition
manhole location and ~nting detail.
OCher;
29. Engineering will provide comments on the overhead street lighting requirements for South Westfield
Street as soon as possible.
Engineering may have additional COlnmentsas new infOJ'!TlatiOO is provided and this review is completed. If
you have any questions, please do not hesitate 10 contact 118.
Sincerely,
A;L,LcE~
Michael F. Albro, P.E.
Assistant Town Engineer
R LEVESQUE ASSOCIATES, INC.
40 School strellf: . Wutfll!ld, MA Oloes
p4BSS9.DS85 . '4G1.568.0S8G . www-rlaland.r:om
August 15, 2013
Mr. Travis Ward, Chairman
Town af Agawam Planning Board
36 Main Street
Agawam, MA 01001
Re: Request to Continue Public: Hearing
497 South Westfield Street -Site Plan Revi_ & Approval
Dear Mr. Ward,
On behalf of our dienls, Mr. Giuseppe Tirone and Mr. Ralph 'Depalma, we are herein requesting to
continue the Public Hearing scheduled for August 15, 2013 regarding the above-referenced matter to
the next available meeting date of the Planning Board. This reqUest has been submitted to
accommodate the ongoing peer revi_ process and coordination effam.
Should you have any questions or concerns, please feel free to contad our office at your earliest
convenience.
Sincerely,
R. LEVESQUE ASSOCIATES, INC.
John Tomaszewski
Project Engineer
A LAND PLANNING SERVICES COMPANY
To:
CC:
Fmm:
Date:
Sabjeet:
(J TOWNOFAGAW&
Department of Public Works
1000 Suffield Street • Agawam. MA 01001
Tel (413) 821 0600 • Fu(413) 821 0631
C .. riatopher J. Golba • SuperilltelldeDt
MEMORANDUM
Conservation Commimon. Planning Board. R. Levesque AssOciates
File
Engimwing Division
1uly 25. 2013
Proposed Condominium Community TiroDeIDepaIma -497 South Westfield Stmlt -SP-SS5
Engineering has reviewed the most reCent revised plaus entitled "Proposed Condominium Community -Map
E6. Block 2. Lot 8. 497 South Westfield Stmet, Agawam, MA; ~ for: Joe Tirone &. Ralph DePalma,
36 Canterbury Lane. Feeding Hills, MA; Prepared by: RLA -R Levesque Associates, Inc .• 29 Broad Stteet,
P. O. Box 640, Westfield, MA 01086; Scale: 1" -SO'; Dated: 512312013." Engineering has prepared the
following C(mJmflll1ll:
Sto[ll!fater/Coptcmtjn Commp.pp;
1. Engiueering ~ that the Conservation Commission make the following be included in ihe
conditions of the approval:
a. Sheet C-21 shows a construction entrance on the northern area of the site. but there is no stone
erosion pad shown. It is I'econnnended that as a condition of the approval, the Caoservation
CommiMion mpIire a constrw:tion eatnmce at this location if it is determiDcd tbat the existing
driveway is not adequate.
b. Prior to the disturbance of any area in each phase, the Owner, Contractor, Town Engineer, and
members of the Conservation Commission shall meet on site to agree upon a location where
fill and other materials will be stored as well as locations for each of the ~ temporary
sedimentation basins and erosion control swales. No sedimentation basin shall be placed in an
area where an infiltration basin, biCHeten.tion pOnd or raiD ganlen. is proposed. The
conservation commission may wish to require a tentative plan for sedimentation basin
locations; ho~, these will1ikely need to be adjusted as the project progresses.
c. The level spreader is to be inspected during and aftIJr rainfall events to IIDSUle proper
construction. Reconstruction and possible ro-design may be necessary if it is not functioning
properly.
d. The area downstream from the level spreacler shall be evenly graded to promote &beet flow.
North American Gteen "Shomnax" scour protection mat shall be installed in the slope to
prevent erosion downstream and vegetation is to be well established befoIe the drain pipe is
conoected.
e. 1be Town of Agawam will need to have a legal right of entry to the property in order to
maintain the municipal draiDage system.
2. Phase n construction sball include the cul.oe-sac and Rain Garden #3. The phase plan needs to show
the deJiueation ofpavemc:nt (at the roundabout) and note the extents of which 1Itilities are to be
collStrUl:ted.
3. The inverts of the roof drain leaders into the drain manholes are not shown on the plans.
I.. 4. The Town is cmrently working with R. Levesque Associates on the final Level Spreader design for
the new municipal outfall. There is a concern about the velocity of the water entering the spreader at
a 90 degree angle to the spreader. The velocity and volume of stormwater may ovcrwbeIm this
design, by-pass the spreader and potep.tiaJly washout the downstream area. Typically, the drain pipes
enter level spreaders parallel to the slope oftbe bjllside. (See also COJIIIIlCDtS 1lIe. and #1d.)
5. According to the dc1cntion basin cross-section, the seasonal high groundwater elevation is above the
bottom of the basin.
6. The stormwater outfulls into the detention and retention basins should have rip rap plunge pools. The
basins should have maintenanre indicatoIS so that timing for siltation mnoval can be easily
determined.
7. Levesque is in the process of removing all proposed trees and p18T!tmp.. from the Town's proposed
drainage casements. The canopy of trees shall not impc"'k Town access and roots shall not impact
pipes.
8. All detention basins shall have 1 foot of frccboanl between the spillway and the top ofbenn.
9. Town Drainage easement near box culvert:
a. Either a drain lIlIIDhole is mtuircd where the new pipe will connect to the existing pipe or the
two pipes shall be connected at a more appropriate angle.
b. The currently proposed drain manhole located below the retaining wall shall be installed on
the roadway for easier access.
c. The eaWJlCllt shall also include the existing outfall location and 20' beyond. (Sheet C-14).
d. Engineering recently inspected the location of the exiBtin8 municipal outfall near the proposed
wildlife crossing. The pipe appears to be in decent condition, but is being impacted by
several adjacent trees (see attached photos). It is requested that the contractor be allowed to
remove all trees (1IUIJllIC) and other vegetation that may compromise the pipe in the easement
10. R. Levesque is. currently looking into the structural stability and constructability of DMH 7+55 (and
other DMHs) due to the 7 proposed pipes entering.it at similar elevations.
11. R. Levesque is checking to see if the basement floors for Units 60-n are raised above seasonal high
grounc:tWater elevation.
12. Engineering is currently reviewing Oreg Newman's Stormwater Report dated 7/1112013.
13. The handicap parking space near Unit #33 does not have a curb ramp or direct access to the sidewalk
like other handicap spaces on site.
14. Engilll'A'lring Widerstands that the IKx:essible parking space locations may need to change based on
resident need. However, the total number of accessible spaces will need to meet the minimmn
requirements and shall be evenly spaced throughout the site at all times.
15. Levesque will be adding the spot grades on one of the curb ramps shown in the roundabout detail.
16. There is DO detail for the trillllgular curb ramp located in front of the mailbox.
17. Please add the following note to the plans: All street name signs shall meet the curreDt MUTeD
standards and Agawam design requirements.
18. Warning signage for each of the crosswalks need to be added to the plans per MUTCD standards.
Also, "Crosswalk ahead" signs arc highly recommeakd for some of the mid-block croS8Wlllks.
.~ /\
19. One-way (double sided) and street name signs shall be shown at tbi: entraw:e BDd exit of developmc:ot
on South Westfield Street.
20. Tum advisory signs (with driveways shown) that meet MUTCD standards are needed prior to the
bend of South Westfield Street in both directions: The Town of Agawam will be insta\Jjng chevron
signs on this bend for added safety.
21. Keep right signs are needed on the two splitter islands entering the roUDdabout.
22. Please show the pitch of the mountable center island in the roundabout.
23. On sheet C-20 many spot grades show 2.0'1. cross slopes and 8.0% slopes 011 the CUIb ramps, it is
rerommt:!!ded 1hat 1.5% and 7.5% pitch be shown to allow for It minor increase in pitch during
construction.
24. Stop bats sball be painted at the western connection road between the two boulevards (see C-4).
25. Individual DPW Driveway Permits will be required for each of the driveways on South Westfield
Street.
26. Advanced intersection warning signs (W2-8) for the projectsball be inlztalled in both directions on
South Westficld Street. The street name sign placard (Wl6-SP) sball be installed below each W2-8
advisory sign.
27. Engineering will be worlcing with the developer. Fire and Police DqlIlrtment on the address
assignments for this project. It is likely that the units on South Westfield Street will need to have
South Westfield Street addresses even if their mail is delivercd to the community mailbox.
WateJ"lSewer:
28. The Deputy Superintendent ofW&ter and Sewer has (".nmment~ regarding the water main design:
a. Please specify the phasing of the water main installation. There is a com:em about water
quality between phases 3 and 4. Phase 3 should include the water main loop for: phase 4.
Phase 2 water needs to extend to the roundabout and back.
b. Levesque has agreed to install a metered aulD flushing device at the end of the c:ul~ (see
attached detail).
c. The proposed water main in front of units 126 to 131 shall either be looped or a metered auto
flushing device needs to be installed at the end of the line.
29. The. following details will need to be submitted for review prior to construction: Sewer pump station
(with venting. back-up generator. BDd emergency notice), a detail for the proposed _ transition
manhole location and venting detail.
Other:
30. EnginecriDg n:commends that a fence and/or guazdrail be placed aroWld the open section of the box
culvert to deter access by residents.
31. EnginecriDg will provide con:unents on the overhead street lighting requirements for South Westfield
Street as soon as possible.
Engineering may have additiooal comments as new information is provided and this review is completed. If
you have any questions, please do not hesitate to contact us.
Sincerely.
/)1t;LueL ___ «
Michdlc C. Chase, P .E.
Town Engineer
~~(Vh,..
Michael F. Albro. P .E.
Assistant Town Engineer
s:\SP\S!,S dcpalma tirorh.: condos -497 .. nuth "cstficld 5t\mcmos.·\I)S_~ com and slW pll1l revi;..v; afh.r m(.l..ting '::itll ria.doc:
'" R LeveSQUe ASSOCIATes, INC.
40 School Sir .... Watft1lld. MA OIoeS
p 413.58a.09& . f 411.5&8.0986 . IInuw.rlaLlind,com
July 17, 2013
Mr. Travis Ward, Chairman
Town of Agawam Planning Board
36 Main Street
Agawam, MA 01001
Re: Request to Continue Public Hearing
497 South Westfield 51noet -Site Plan Review & Approval
Dear Mr. Ward,
•
On behalf of our diems, Mr. Giuseppe Tirone and Mr. Ralph 'Depalma, we are herein requesting ta
continue the Public Hearing scheduled for July 18, 2013 regarding the above-referenced matter to the
next available meeting dote of the Planning Boord. This request has been submitted to accommodate
the ongoing peer review process and coordination efforts.
Should you hove any questions or concerns, please feel free to contact our office at your earliest
convenience.
Sincerely,
R. LEVESQUE ASSOCIATES, INC.
John Tomaszewski
Project Engineer
ALAND PLANNIN.G SERVICES COMPANY
R LEVESQUE ASSOCIATES, INC.
40 Sl::haal Sb'Ht . Wutflm.:l. UA DIOSS
July 17, 2013
Mr. Travis Ward, Chairman
Town of Agawam Planning Board
36 Main Street
Agawam, MA 01001
Re: Request to Continue Public Hearing
497 South Westfield Street -Site Plan Review & Approval
Dear Mr. Ward,
On behalf of our dients, Mr. Giuseppe Tirone and Mr. R!Jlph 'Depalma, we are herein requesting to
continue the Public Hearing scheduled for July 18, 2013 regarding the above-referenced matter to the
next available meeting date of the Planning Board. This request has been submitted to accommodate
the ongoing peer review process and coordi nation efforts.
Should you have any questions or concerns, please feel free 10 contoct our office cit your earliest
convenience.
Sincerely, -
R. LEVESQUE ASSOCIATES, INC.
John T omaszawski
Project Engineer
RECEIVED
JUl172013
AGAWAM
PLANNING BOARD
A LAND PLANNING SERViCeS COMPANY
• R LEVeSQUe ASSOCIATES, iNC.
40 School StreEt. . Wiii!itfh.ld, MAo 01085
P 413.568.0985 . f 4I3S68.0986 . www.rlaland.com
June 19, 2013
Mr. Travis Ward, Chairman
Town of Agawam Planning Board
36 Main Street
Agawam, MA OlD01
Re: Request to Continue Public Hearing
497 South Westfield Street -Site Plan Review & Approval
Dear Mr. Ward,
On behalf of our clients, Mr. Giuseppe Tirone and Mr. Ralph Depalma, we are herein requesting to continue
the Public Hearing scheduled for June 20, 2013 regarding the above-referenced matter to the next available
meeting date of the Planning Board. This request has been submilled to accommodate the ongoing peer
review process and coondination efforfs.
Should you have ony questions or concems, please feel free to contact our office at your earliest
convenience.
Sincerely,
R. LEVESQUE ASSOCIATES, INC.
[Ik~
Jonathan E. Goddard, RLA, ASLA
Project Manager
cc: Mr. Giuseppe Tirone
Mr. Ralph Depalma
RLA File No. 090506
A LAND PLANNING SERVICES COMPANY
• Pamela Kerr
From:
Sent:
To:
Cc:
John Tomaszewski Uohnt@rlaland.com]
Friday, June 07, 2013 2:20 PM
Deborah Dachos; Michelle Chase; Pamela Kerr
'Rob Levesque'; gwecotec@verizon.net
Subject: 497 South Westfield Street -Sight Distance Review
Attachments: 2013-06-06 -Stopping Sight Distance Review.pdf
Hello all,
• Page I ofl
Please find attached the Stopping Sight Distance Review for the Proposed Condominium Project located at 497 South Westfield
Street. Let me know if you have any trouble with the file.
Regards,
John A. Tomaszewski
Project Engineer
R. Levesque Associates, Inc.
D.L. Bean & Ecotec Environmental Associates
P.O. Box 640, 40 School Street
Westfield, MA 01086
p. 413.568.0985
£ 413.568.0986
rlaland.com
facebook.com/ rlaland
61712013
• •
Proposed Condominium Project
497 South Westfield Street
Agawam, Massachusetts
Driveways Stopping Sight Distance Review
For
Joe Tirone & Ralph Depalma
&
Town of Agawam
June, 2013
1
•
Driveway Review Overview
Proposed Condominium Project
497 South Westfield Street
Asawan!, Ma : .. usetts
•
Drlveways Stoppinc Sight DIstance RevIew
~ project developers are proposing to construct 131 units of single family attached and detached
condominium housing. The units will be located on the easterly side of South Westfield Street approximlltely
300 feet soutberty of the intersection of South Westfield Street and Pine Street. South Westfield Street (Route
186) Is classified as a rural collector road. The road has been signed for a 40 M.P.H. speed limit. The proposed
condominiums. located within the site, will be accessed by a one-way roadway system near the southerly end of
the site. Units located along South Westfield Street will be accessed by seven driveways.
A review of each proposed driveway location and the available stopping sight distance of the motoring public on
South Westfield Street was completed. The criteria for measuring sisht distance as established by the American
Association of State Highway and Transportation OffIcials (AASHTO) was used to determine the IMilable
stopping slSht distance. The existing roadway in front of the sight and to the south is essentially level less than
3" grade with a slight rise to a vertical crest approximately 700 feet southerly of the main entrance road. At the
north end of the proposed project, South Westfield Street curves gradually to meet the Intersection with Pine
Street. The roadway rises at a rate of grade of approximately 5" from DrIveway M A" (see accompanying plan) to
Pine Street.
Drivers traveling southeast on South Westfield Street with Pine Street have an unobstructed view through the
inSide of the curve to all the driveways as they traverse throush the curve. The inside of the curve on private
property Is currently vacant field with low field grasses. DrIvers traveDng northwest have unobstructed views of
all driveway entrances. Determination In the field of the stopping sight distances utilized a 6 Inch object placed
at the edge of pavement at the centerline of each driveway and a 35 foot driver's eye height. The 6 inch object
height is extremely conservative as the car height at the front bumper and hood in the driveway would be In
excess of 3 feet. Driveway -I' Is an "enter only" drive so that the 6 inch object was placed In the SOIahbound
lane to sllowa vehicle entering the drive cross-traffic from the southbound roadway.
In no instance does the safe stopping sight distance fall below the MSHTO minimum for a 40 M.P.H. desicn
speed. The determined safe stopping distance allows for speeds slightly in excess of 4S M.P.H.
Driveway
"AO
"S"
.C"
"0-
"e"
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"e;"
"Ii"
"I»
•
497 South Westfield Street
Agawam, Massachusetts
•
RoadwaV Stopping Sigllt Distance
40 M.P.H. Design Speed (Signed)
Driving Northbound DriVIng Southbound
SigIIt Distance Sight Distance
1100' 290'
1600' 410'
1500' 485'
1400' S75'
l3OO' 640'
1200' 685'
1100' 810'
969' 900'
687' 988'
Required Dtstance
(Wet Pavement)
325' N'Bound
200' S 'Bound •
325' N'Bound
250' 5 'Bound •
325' N'Bound
325' 5 'Bound
325' N'BowId
325' S 'Bound
325' N'Bound
325' S 'Bound
325' N'Bound
325' 5 'Bound
325' N'Bound
325' S 'Bound
325' N'Bound
325' S 'Bound
325' N'Bound
325' S 'Bound
• Drivers traveling southbound on South Westfield Street would not attain 40 MPH design speed
until they exited the curve on South Westfield Street.
1
Assumed BrakiIl& Stoppinst Si~t DlltallCe
Design Speed for Brake Reaction Coemclent DistaDce Rounded
Speed Coodition Time DistaDCe ofFridioa oaLevel Computed for Design • (mph) (mpb) (sec) (ft) f (ft) eft) (ft)
20 20-20 2.5 73.3·73.3 0.40 33.3-33.3 106.7-106.7 125-125
25 24-25 2.5 88.0·91.7 0.38 50.5-54.8 138.5·146.5 150-150
30 28·30 2.5 102-7·110.0 0.35 74.7-85.7 177.3-195.7 200-200 .
35 32·35 2.5 117.3-128.3 0.34 100.4-120.1 217.7-248.4 225-250 .
40 36-40 2.5 132.0·146.7 0.32 135.0-166.7 267.0·313.3 275·325 .
45 40-45 2.5 146.7·165.0 0.31 172.0-217.7 318.7-382.7 325-400
50 44-50 2.5 161.3·183.3 0.30 215.1-277.8 376.4-461.1 400-475
55 48-55 2.S 176.0-201.7 0.30 256.0-336.1 432.0-537.8 450-550
60 52-60 2.5 190.7·220.0 0.29 310.8-413.8 501.5-633.8 525-650
65 55-65 2.5 201. 7·238.3 0.29 347.7-485.6 549.4·724.0 550-725
70 58·70 2.5 212.7·256.7 0.28 400.5-583.3 613.1-840.0 625·850 • Ulblelll-1. Stopping sight distance (wet pavements).
R LEVESQUE ASSOCIATES, INC .. -~ _.. .
I'ax: 41l.568.098ti rJaIaud_
1~ -80'
..., I
40 0 80
Stopping Sight Distance Review Sketch
Proposed Coodomlnlum Community -497 Soutb Westfield Street
roo
Joe Tirone &
""\\\1'\' -----
SSO-J
Pamela Kerr
/"
From: Pamela Kerr
•
Sent:
To:
Friday, June 07, 2013 9:26 AM
Michelle Chase
Cc: 'Robert M. Levesque'
Subject: South Westfield Street
Attachments: waiver request.pdf
Page 1 of 1
Hi Michelle -Attached is a waiver request on the South Westfield Street project that Rob Levesque submitted to the Planning
Board last night. If you have any comments on this request please provide them to the Board for their June 20th meeting. Also,
please review and comment on the revised information that Mr. Levesque provided in response to the peer review prior to the
Commission's June 13th meeting.
Thank you.
Pam
Pamela R. Kerr
Administrative Assistant
Office of Planning & Community Development
413786-0400, ext. 8737
413728-8737 (direct)
Fax 786·9927
61712013
•
• ~ LEVESQUE ASSOCIATES, INC.
40 School Strn t . WlilOtfiEld, MA OroBS
p ~3569.0985 . f 413568.0986 . www.rlaland.com
June 6, 2013
Mr. Travis Ward, Chairman
Town of Agawam Planning Board
36 Main Street
Agawam, MA 01001
•
Re: Request for Waivers from Subdivision Roadway Design Standards
497 South Westfield Street -Site Plan Review & Approval
Dear Mr. Ward,
On behalf of our clients, Mr. Giuseppe Tirone and Mr. Ralph Depalma, we are herein requesting a waiver
from the following Subdivision Regulation as it pertains to the design of roadways and streets:
7. Subdivision Regulations-Chapter 759, §759-79 L. Curbing
Under Subdivision Regulations, granite curbing must be installed along the curb!ine radii at roadway
intersections. We are requesting that the requirement for granite curbing be waived for internal roadway
intersections and access drives for the frontage units along South Westfield Street. The project does
propose granite curbing along the radii of the major project roadways as they intersect with South
Westfield Street.
Should you have any questions or concerns, please feel free to contact our office at your earliest
convenience.
Sincerely,
R. LEVESQUE ASSOCIATES, INC.
Robert M. levesque, RLA, ASLA
President
cc; Mr. Giuseppe Tirone
Mr. Rolph Depalma
RlA File No. 090506
A LAND PLANNING SERVICES COMPANY
R LEVESQUE ASSOCiATES, INC.
40 School Street . WEstfield, MA 01085
P 4B568.0985 . f 413.568.0986 . www.rlaland.com
April 30, 2013
Mr. Travis Ward, Chairman
Town of Agawam Planning Board
36 Main Street
Agawam, MA 01001
Re: Request to Continue Public Hearing
497 South Westfield Street -Site Plan Review & Approval
Dear Mr. Ward,
•
On behalf of our clients, Mr. Giuseppe Tirone and Mr. Ralph Depalma, we are herein requesting to continue
the Public Hearing scheduled for May 2, 2013 regarding the above-referenced matter to the second meeting
of the Planning Board in April, anticipated to fall on May 16, 2013. This request has been submitted to
accommodate the ongoing peer review process and coordination efforts.
Should you have any questions or concerns, please feel free to contact our office at your earliest
convenience.
Sincerely,
R. LEVESQUE ASSOCIATES, INC.
~~
Jonathan E. Goddard, RLA, ASLA
Proiect Manager
cc: Mr. Giuseppe Tirone
Mr. Ralph Depalma
RLA File No. 090506
A LAND PLANNING SERVICES COMPANY
• R LEVESQUE ASSOCIATES, INC
P 48.5&8.09BS . l' 413.568.09B6 -wwW.rl .. lend.coIII
April 15, 2013
Mr. Travis Ward, Chairman
Town of Agawam Planning Board
36 Main Street
Agawam, MA 01001
Re: Request to Continue Public Hearing
497 South Westfield Street -Site Plan Review & Approval
Dear Mr. Ward,
•
On behalf of our clients, Mr. Giuseppe Tirone and Mr. Ralph Depalma, we are herein requesting to continue
the Public Hearing scheduled for April 18, 2013 regarding the above-referenced matter to the second
meeting of the Planning Board in April, anticipated to fall on May 2, 2013. This request has been submitted
ta accommodate the ongoing peer review process and any coordination efforts to follow.
Should you hove any questions or concerns, please feel free to contact our office at your earliest
convenience.
Sincerely,
R. LEVESQUE ASSOCIATES, INC.
rr~
Jonathan E. Goddord, RLA, ASLA
Project Manager
cc: Mr. Giuseppe Tirone
Mr. Ralph Depalma
RiA File No. 090506
A LAND PLANNING SERVICES COMPANY
•
March 18, 2013
Mr. Travis Ward, Chairman
Town of Agawam Planning Board
36 Main Street
Agawam, MA 01001
Re: Request to Continue Pnblic Hearing
497 South Westfield Street -Site Plan Review & Approval
Dear Mr. Ward,
On behalf of our clients, Mr. Giuseppe Tirone and Mr. Ralph Depalma, we are herein requesting
to continue the Pnblic Hearing scheduled for March 21, 2013 regarding the above-referenced
matter to the second meeting ofthe Planning Board in April, anticipated to fall on April 18, 2013.
This· request has been submitted to accommodate continued review and coordination of the
proposed project by Conservation and the NHESP as they pertain to potential revisions that
would affect Engineering and Planning matters.
Should you have any questions or concerns, please feel free to contact our office at your earliest
convenience. Thank you for your time.
Regards,
R. LEVESQUE ASSOCIATES, INC.
~~
Jonathan E. Goddard, RLA, ASLA
Project Manager
40 School Stree~ Westfield, MA 01086
Phone:413·568~85;Fax:413·568~6
rlaland.com
•
March 4, 2013
Mr. Travis Ward, Chairman
Town of Agawam Planoing Board
36 Main Street
Agawam, MA 01001
Re: Request to Continue Public HeariDg
497 South Westfield Street -Site Plan Review & A.pprovaI
Dear Mr. Ward,
•
On behalf of our clients, Mr. Giuseppe Tirone and Mr. Ralph DepaJma, we are herein mjuesting
to continue the Public Hearing scheduled for March 7, 2013 regarding the abov~refen:nced
matter to the next available meeting date of the Planning Board, anticipated to fall on March 21,
2013. This request has been submitted to accommodate continued review and coordination of the
proposed project by Conservation and the NHESP as they pertain to potential revisions that
would affect Engineering and Planning matters.
Should you have any questions or concems, please feel free to contact our office at your earliest
convenience. Thank you for your time.
Reganla,
R. LEVESQUE ASSOCIATES, INC.
')~)-r... n~t1·~
ODathan E. Goddard, RLA, ASLA
Project Manager
40 School SIreet, Westfield, MA 01 086
Phone: 413-568-0985; Fax: 413-568.()98(j
rloland.com
, ~N -Prom.nade~ sl.o I TYPE e_
• Pan 01 AAL's Designer SSL Series
M;croem;tter" t_ tecllnology
UfBShieldlM PrOleCtion System
0 -10. dimtrlinO ~
Optical grade acrylic lens will not yeAow
Cast aluminum construction and stainless
steel hardw'are tor cOfTOSion resiSlance
lP66 rated • oLC approved (Types 3 and 5. 50ooK)
First decorative. modular system with
precise LEO aimklg capabilities
• Surge protection tncluded
• IES fuI cut<:i{ reftectof sySlemS
(hotizontal-') Powder coal. finish in 13 standwd cOOrs
with til pofymer primer seater • Field replaceable LED EmlUerDeck·
upgrade kits
TooI-Iess removal of the reflector
and baJast modules
I . LUMINAIRE I 2. LAMPiBALLAST 5. MOUNTING 3. COLOR I 4. OpnONS I
I~ ~--------~--~~I
1. LUMINAIRE
J.fI2 (60 Iig/>/ emilling diode array. C~" 1. 120 /I1tu 211 fOil.
Warm ""lie (3000Ki. _I ""iI, (_i. 8t/fihl ""ile (5111OK).
350mA driw current) o PRMN-T2-OOLfO-WW(l",. 2) o PRMN-T2-60LEO-NW (11M2) o PRMN-T2-60LED-BW (lyp.2) o PRMN-T3-OOLED-WW (lyp,3) o PRMN-T3-OOLEO-NW (In><3) o PRMN-T3-OOLED-8W (lyp.3) OLt: U,TEO o PRMN-T4-60LED-WW (In><4) o PRMN-T4-60LED-NW (1",.4) o PRMN-l4-60LED-1!W (lyp") o PRMN-l5-60LED-WW (lype 5) o PRMN-T5-6OLEO-NW (In>< 5) o PRMN-TS-6OLED-BW (In>< 5) OLe UBTED
~RTICAll AMP CUTOfF (includes glass cylirlcrer) o PRMN V3 (In>< 3) o PRMN Vs (In>< 5)
~RIZONTAL LAMP fU~UTOEF
PRMN H2 (lyp.2) PRMN H3 (In>< 3) o PRMN H4 IT",.4, 0 PRMN HS (lype5)
~ASS AEEBAGmA
PRMN GR3 (lyp,3) 0 PRMN GRS (lyp,5)
INQt,CJI9N ! AMP (SpedI\' 120, 208, 24001 211 roIt. -ZSOC min
start temp) o PRMN ILSS (SSwatts) 0 PRMN ILBS (85.atts)
2. LAMP/BALLAST
MEiTAL HAL IDE (120!271 roll ballast)
Medium bas< ED-11/amp o 50MH 070MH 0 1DOMH
G12 base, T-6 cemmic lamp o 70MHT6 (Nol ava/lable with GR3!GR5)
P'JLSE START METAl HAl JPE (120/208/240/2111'OItbalI3sQ
Medium bas< W-l1lamp o 150PSMH o 175PSMH (For vertt;al fBflBctors bas8 up only)
_ bas< ED-281amP o 25OPSt.lH
G12 base, T-6 ceramic lamp o 15OPSMHT6INo1mi/a/Jle wi1h GR3IGR5)
HIGH PRESSl !BE SODIUM (120/208/240/211voltbaJllSl)
Medium bas~, EO-17/amp o SOHPS 0 10HPS 0 100HPS o 150HPS
Mogul base, EO-18 lamp o 200HPS 0 250HPS
AllIuIIasIs >ttl __ lor 211 .... ,-. sp«i/ifd.16Ip not
_(exr;ep1ILophons).Fat ___ ,rrI11tPSMH
IOO(JIII base balla%. use a lamp iI(J/ItlWed for Iwrizontal burning.
ARCHITECTURAL AREA UGKTING
3. COLOR SPECIFICATIONS o AWl (AldIe 1I?lIte) 0 CRT (Cotten) HOUSING o eLK (l/Jilck) 0 MAL (Matte Alurrinvrn) Tho.,.... fiJd ... "'aI bo A356 casllNminum. o MTl! (Maffo Blact) 0 MOG (Medium Grey) flee of ""I porooiI'j. foA!ign ___ 0< ~ o OON(DartGnltn) 0 ATG(_GI<efI) _s.CaSlings_boolunilormwal_ •. o OBZ (Dart Bronze) 0 LGY (Lighl Grey) minimool .188· _ no WIIJJing Of.-t sIIifting. o WRZ (W/J8lill1etedBronse) 0 RAL/PREMIUM Tho top _ hinge __ by lipping ~ two o 811M (!IetiIlk 6Mze) COLOR (ft_RAL) "-al_s. Tho c~ IaIch moc:_
o vat. (I'erii1 Blue) 0 CUSTOM COLOR -be .. -. -Tho top - -"" (PrOvide ",for chip for maJcI1ing) lamp c_ with • fuI....ound . .-
1------------------1 silicone u-· Tho Ions _boone piece
4.0pnONS
OCHC (Copper_cover) o BHC (//taSs hood COIfJf) o 8PS (//taSs ""Of painted "ruts) o e H M (Glass chimney with IJJass hoIdeaEO & Horizon'"
-only) o eYL (Glass cylln<ler' w,h IJrass _ LED & Horlzonlal
"fIeCtrJrS only) o LDL (LighIJytli_1ens "'_ brightness and gllte) o HSS (I/OO$e ,ide sIJieId Irx /iQrizontal 01 IIe#ic3lreIIecIots. F~
in,talled. Nol available tor LED & Type 5)
COl (Socket for T-4 mini-can lamp, {reid wired to a separaIe circuit.
t.rnp_OO/IJJex<eetJbaIIasI_ HortzonIaI_
onIIJ
OQRS (ReslTike controller and T-4 mini-can socket. Not required oi/I1e/edronic ballast t.rnp _ not to ex<eetJ ba/1asI_.
/IOtiZOn1al_ only)
0341 (1201277/347 yon ballasl)
cio .... ~ molded 0f'IIcaI grode. 011 ocryIc. g-top----........ and tlIIId in JMce wIh six c:IipI for eesy IiIm repIacornont. Quick dIsc __ bo_'"
.. _al~ ... _and_
han:tware shill be stainless Meet.
ELECTRICAL
LED 120 .htu 217 li0ii. AI_al __
II\OUIMd dirodIvlo" __ ... ......,.." _6s"""". Closs , ___ .
0-1o.-.mu~. ~,. Pr_ Syslom in_ ..... _
__ 1oc1tionS (-3C)'C "WC). 120/217 ,"*lJnI.-NI ___ Ir1JUI""'*"
_ lOlA moximum _ -.Ir1JUI_ 0.5
watt for 120 volt and 1.25 watt for 277 volt. The onbootd ourgo __ beU.L __
ond _ • _ current rliling 0110.000 ___
using "" indusloy Itondltd II/2OUSOc W"'. Tho 1----------------l __ --.~""'_01
5. MOUNTING-SIamlwdI,annJJ1Ollll1
~'j WIHT
WMA1M OWMA1L 0WMA3
OWMA3SU 0WMA55 0_
OWMAS1 0_1 OWMAIIU 0WMA22U
EQI E MCllhiI
OTRAIM o TRA1L OTRA3
OlRA5U OTRA6U OTRASS
OTRA56 OTRAS7
OSLA1 o SLAI-2 0Si.M
0SLA8U OSLA22U
EIEBMCLltU
OPM1 OPM2 O PM3
Vjs;t wwwaal",ltorAmzs Wes & ACQMSOrJu
Specj6eatjon Guide
32<N and SUIgO tilling 0/ 312J. _ COM _ bo
.~_. ____ c.LEO
c:onotoro c,,",,", ___ al35OmA.
OTHERS B ...... sh .. bo high ___ "'-30"C
Pilling. Tho boIaot ..... be _ ... cool _ ... maximum _ dsoipolion. _
_. (movul base ... 200 and 250 we..".'
porceIoIn __ .... bo puQ toted. The -.. 0SS0fI'tiy _bo __ p _
in h fix ....... Soclwts 101' 1 ... t.r'np6 we G12 type.
High """"' _""". /ampo .... bo ~ by _ bolas! and _ be rMOd ....
minimJm stifling __ oI-IS' C.
See neJd page
JOB
TYPE
I CLEAR I
NOTES --------
16555 East Gale Ave. ! City of Industry t CA91745
p 626.968.5666 I F 626.369.2695 I www.aal.net
Copytigh'I!l2012 I REV 6.12 I 1 I
, ~MN -Promenade™ sles I TYPE •
MtCROEMITTER1liI REFLECTOR DIMENSIONS
The precision Injection mOlded. highly specular parabolic
reRectors ate positioned to achieve c:irectional control
toward desired task. Secondary .enectors with a concave
specular medit.n hwnmertone finish are used to redirect --=-5ght downward. No fasteners are placed on the reflective
surface: The entire assembly fastens to the housing as a • .. one-piece module and features wiring quick-connects for
easy installation. Standard color temperatures are 3000K,
4000K, and 510QK. Rated luminous efficacy is ~40 Im/W,
with rated light output at 22864 for SODOK LED, standard
mount MlcroEmit1ers are field replaceable. \. )
MOUNTING ~ Post top mounting: the fixture shall Slip over a 4"/100 mm
O.D. pole and be secured to the pole with three stainless
steel set screws.
Arm or wall mounting: The fixture shall be welded to the Slip over a 4H(100mm 0 .0. pole cast arm.
ANISH 36"1915mm x 19"/480mm DIA
Fixture finish shall Consist of a five stage pretreatment wr,381bs IP: 54 EPA,2.75
regimen with a polymer primer sealer, oven dry off, and
lop coated with a thermoset $Upef TGIC polyest9l' powde~
coat finish. The finiSh shall meet the AAMA 2604-02
performance specification which includes passing a 3000
hoIX salt spray test for corrosion resistance.
CERTIFICATION PRUNI1.85 WATTAGE,87 LUMEN OUTPUT, 42&7 Fixture shall be llstad wilh ETl tor outdoor, wet location
use. Conforms to the UL1598 and Canadian CSA C22.2 B2 U4G3 no.250. standard. IP66 / ,...-
------"-FORWARD LIGHT LUMEN
WARRANTY FL 30' 2.3% 139 /' '-.. Promenade LED, InCluding housing, LEOs and electrical FM 60' 9.2% 555 I / ~ \ \ components. is warranted tor five )1861'S. Others are three FH 8.4% / ,...--..., \ 80' 503
years. Any unauthorized return, repair, replacement or FVH 90' 4.2% 254 m ( (' ~ modification 01 the Product(s) shaM void this warranty.
This warranty applies only to the use of the Product(s) BACK LIGHT r-'~ '( ../ BL 30' 2.3% 139 as intended by AAL and does not coyer poles, arms, BM 60' 9.2% 555 \ \ \ .' ~/ .I ,/ J mounting or any misapp\icaflOn or misuse of said
Product(s). or installation in hazardous or corrosive BH 80' 8.4% 503 \ "-/' BVH 90' 4.2% 254 "-/ environments. Contact AAl for complete warranty "-------
./ / language, exceptions, and limjtations. UPLIGHT
UL 100' 1.9% 412
UH '80' '4.8'1<, 889 20' MOUNIING HEIGHT
PRIiIN T5 SOLED BW WATTAGE: 64.5 LUMEN OUTPUT' 4290
83 U2 G3 .01 1/ FORWARD LIGHT LUMEN / '\ FL 30' 4.4% 189 /. '\
FM SO' 14.0% 601 / / \. 1"-., FH 80' 24.7% 1059 .1
FVH 90' 5.9% 255 \. I~ ~ ./
BACK LIGHT J I~ /' "\ BL 30' 4.4% '89
BM 60' 14.4% 618 "-/ BH 80' 25.1% 1076
BVH 90' 5.1% 244 \
UPUGHT ~ / UL '00' 0.8% 33
UH 180' 0.6% 26 20' MOUNTING t£ISHl
AM _"'~"dIqofXoWct~ __ . IES. fllu. g a be. tQUfJ.Qa.t MIWW.aal·ne1
architecturdl
. '" "lighting
ARCHITECTURAL AREA LIGHTING
16555 East Gale Ave. I City of Industry I CA 91745
P 626.96B.5666 I F 626.369.2695 \ WW'H.aal.ne\
Copyright C 2012 I REV 6.12
EFFICACY' 7 0,-........ Height Multiplier --10 4.000 ,. 1.778
20 1.000
2. 0.640
30 0._
35 0.321 .. 0.250 .. 0.198
50 0.180
UPlIGHT 31.9%
DOWNlIGHT 68.1%
EFFICACY, 66.5
Mounting
Height Mutiplier --10 4.000 ,. 1.779 20 1.000
2. 0."",
'" 0._
3. 0.327
<0 0.250 •• 0.196
50 0.160
UPUGHT 1.4%
OOWNUSHJ 98.6
I 2 I
To:
CC:
From:
Date:
Subject:
• •
TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 821 0600 • Fu. (413) 811 0631
Christopher J. Golba • Superinteadeat
MEMORANDUM
planning Board, R. Levesque Associates, Inc.
File
Engineering Division
February 7, 2013
Proposed Condominium Community TlfOne/DepaIma -497 South Westfield Street -SP 555
Per your request, we have reviewed the Site Plan entitled "Proposed Condominium Community -Map E6,
Block 2, Lot 8. 497 South Westfield Street. Agawam, MA; Prepared for: Joe Tirone & Ralph DePalma, 36
Canterbury Lane, Feeding Hills, MA; Prepared by: RLA - R Levesque: Associates, Inc., 29 Broad Street, P.
O. Box 640, Westfield, MA 01086; Scale: 1" = 50'; Dated: April, 2012," and we have the following
comments:
The Engineering Division is working with R.Levesque Associates and the Conservation Commission on a
number of issues for this project. The following is a pa11itlllist ofitems that are c\IlIClltly under review:
Drainage:
1. Once the fiDal stormwater system design is complete, please submit the stormwater calculations in
digital fOIIll8l for review.
2. There are two existing Town owned outfalls that will need to be relocated due to the proposed design
The Agawam DPW is working with the Conservation Commission, the owner and R. Levesque
Associates on the details regarding the: permitting, fllnding, design and construction of these outfiills.
Also, the Town of Agawam will need a permanent drainage easement for each of the outfiills from
South Westfield Street.
3. There is a conccm that there will be drainage issues especially in the winter for the driveways ofunits
108 to 131. The first 5 or so feet of each driveway shall pitch toward South Westfield Street to
prevent stormwater from flowing off the road and down the driveways. Also, snow piles will need to
be moved to allow for storm water to flow to the catch basins in the lawn areas.
4. Low impact development measures shall be included in the project where cooditiOlJS allow. Those
which cannot be implemented will need to be explained in the Alternative Analysis section of the
Stormwater Report.
Roads and Sidewalks:
5. Individual DPW Driveway Permits will be required for each of the driveways on South Westfield
Street. The proposed driveways must follow Town Standards and shall have minimal pitch near
South Westfield Street so that drivers will have adequate sight distance.
• •
6. South Westfield Street was paved in August of2010 and is therefore on the Town's 5 Year Road
Opening Moratorium list. The developer will need to minimize the number of saw cuts by cutting the
entiIe width of pavement and mill and overlay and sbalI meet all requirements of the DPW Road
Opening Permit.
7. Although the sight distance appears to be adequate for the driveways on South Westfield S1leet, a
sight distance analysis by a Professional Engineer will be required. Additional signage may be
required on South Westfield Street warning oftraflic entering and exiting the roadway.
8. The intersection of South Westfield Street and Pine Street is currently being redesigDCd and is on the
State Transportation Improvement Plan. The Town recently separated the project to reconstruct this
intersection from the North Westfield Street phases in hopes of getting it designed; funded, and
constructed sooner. The Town's en&ineering consultant is currently wolking toward the 75% redesign
plans for submittal to MassDOT for~.
9. Tbe sidewalk needs to be extended along South Westfield Street to COIDIeCt UDits 108 to 131 to the
rest of the development.
10. Earll. parking area should have at least ooe HlC space.
Sewer and Water:
11. A Sewer Extension Pennit is required by the D.E.P. Please provide copies of all permits to the DPW.
) 2. The Fire Department may wish to have additional fire hydrants installed.
Other:
I3.lnvert and rim elevation information should be placed on all plan/profile pages to make it easier to
cheelc connections/conflicts between profiles.
Additional comments have been submitted to R.. Levesque Associates during a recent meeting. 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.
SiDcerely,.
I/JLLltClvP--
Michelle C. Chase, P.E.
Town Engineer
"lspl55S d<puJIIUI lirone c:oo<los -497 5OlOh ~.::stficl" st\m<mos\D2 .fi:bnwy 1 pb meding.doc
~$t?/b.,
Michael F. Albro, P.E.
Assistant Town Engineer
• •
AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT
SITE PLAN REVIEW
REVIEWER: D. Dachos DATE: February 5,2013
DATE RECEIVED: December 27,2012 DISTRIBUTION DATE: January 3, 2013
PLANNING BOARD MEETING DATE: February 7,2013
APPLICANT INFORMATION
1. Name of Business: Joe Tirone and Ralph DePalma
Address: 36 Canterbury Lane, Feeding Hills, MA 01030
2. Owner: Same
Address:
Telephone: Fax:
3. Engineer: R Levesque Associates, Inc.
Address: 29 Broad Street, P.O. Box 640
Westfield, MA 01086
Telephone: 568-0985 Fax: 568-0986
PlAN REVIEW
Scale: 1" = 50' Date: April 2012
Title Block (Street Address. Applicant's Name. Address. Scale. Name of Preparer of
Plan): O.K.
Description of Project: Proposed construction of a 131 unit condominium development
with associated amenities.
Site Plan Review
Page 2
• •
Description of Site: Site consists of 53.60 acres with house and out buildings. There is a
large wetland on the property which has been delineated by the Agawam Conservation
Commission. Approximately V2 of the property is in agricultural use. A Notice of intent
has been filed with the Conservation Commission. The plans are currently under revision
to address Conservation Commission requirements.
Provision for Traffic Flow: There are seven proposed driveways along South Westfield
Street of varying widths and two private ways. Sight distance and signage have been
raised as possible issues by professional staff. During the earlier review of the Preliminary
Plans, a traffic study was requested. No study has been submitted. The principal areas of
concern are the intersection of South Westfield Street and Pine Street and the driveways
accessing directly on to South Westfield Street. The attached memo from Sergeant
Donald Gallerani also raises pedestrian safety concerns, especially in the area along South
Westfield Street.
Parking: No elevations have been submitted, though it appears that there are garages.
Each unit must have two parking spaces. There is an additional 49 visitor's spaces.
There are also 209 spaces (2 handicapped) at the community building. No handicapped
spaces appear to be provided in the internal guest parking areas.
Drainage: See comments from the Engineering Department. The Conservation
Commission has requested revisions to the drainage design based on DEP Stormwater
Management policies.
Public Utilities: See above (drainage).
Landscaping/Screening and Buffers: The landscape plan is complete. What is the fenced
in area next to the community center? What type and height of fence is it?
Sign Location: O.K.
Exterior Lighting: No information has been provided regarding the lighting structures
and cutsheets.
Rendering or Elevations: Not provided.
Dumpster Location: Not provided.
r
Site Plan Review
Page 3
•
Other Comments or Concerns:
•
1. Is the applicant requesting any waivers of the Subdivision Rules and Regulations? If so,
what are they.
2. The house located at 497 South Westfield Street is listed in Agawam's Historical
Inventory. Agawam's Demolition Delay Ordinance will apply to this structure.
3. It does not appear that all of the units have outdoor space.
Memorandum
To: Planning Board
CC: Chief Robert Campbell
From: Sergeant Donald Gallerani
Subject: Site Plan -497 South Westfield Street -DePalma
Date: January 14, 2013
I have reviewed the proposal for the construction of a 131 -unit condominium
community located at 497 South Westfield Street.
At this point, the visibility to the north and to the south while exiting the
condominium complex is good.
I have safety concerns regarding the driveway for units 131 -126 and its
proximity to the curve of South Westfield Street. Exiting the driveway from these units
does not allow for a good line of sight to the north. However, I will defer that issue to the
Town's Engineering Department and their expertise on the subj ect.
I also have a safety concern with a lack of a sidewalkon South Westfield Street in
front of the condominium community. There should be a sidewalk from in front of units
131-126 and it should run southerly and connect with the exit driveway that-is in the
vicinity of units 113-108. Another crosswalk could be put in place to cross the exit
driveway and go to the sidewalk that runs around the "clubhouse". The placement of a
sidewalk will allow school aged children to walk to their school bus stop safely without
having to walk through driveways or parking lots. It will also allow the School Dept. to
place only one school bus stop in this area rather than seven for each individual driveway.
A sidewalk in this area will also allow the condominium residents (from units 131 -108)
to safely walk to the "clubhouse" without having to walk through driveways and parking
lots.
Sergeant uvu<uu "''''''"''''11
Safety Officer
Agawam Police Department
r
RECEIVED
JAN 1 5 RECTI
PiN4Ni\'~G BONlU'
•
1
• • :..J
I ~ :.J
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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.
•
~ ~
J
~
•
497 South Westfield Street
2/5/2013 2:08:51 PM
®
1:5436
1"=453'
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. 497 South Westfield Street
2/5/2013 2:09:54 PM
eN
1 :5412
1"=451 '
•
Memorandum
To: Planning Board
cc: Chief Robert Campbell
From: Sergeant Donald Gallerani
SUbject: Site Plan -497 South Westfield Street -DePalma
Date: January 14,2013
I have reviewed the proposal for the construction of a 131 -unit condominium
community located at 497 South Westfield Street.
At this point, the visibility to the north and to the south while exiting the
condominium complex is good.
I have safety concerns regarding the driveway for units 131 -126 and its
proximity to the curve of South Westfield Street. Exiting the driveway from these units
does not allow for a good line of sight to the north. However, I will defer that issue to the
Town's Engineering Department and their expertise on the subject.
I also have a safety concern with a lack of a sidewalkon South Westfield Street in
front of the condominium community. There should be a sidewalk from in front of units
131-126 and it should run southerly and connect with the exit driveway that is in the
vicinity of units 113-108. Another crosswalk could be put in place to cross the exit
driveway and go to the sidewalk that runs around the "clubhouse". The placement of a
sidewalk will allow school aged children to walk to their school bus stop safely without
having to walk through driveways or parking lots. It wi ll also allow the School Dept. to
place only one school bus stop in this area rather than seven for each individual driveway.
A sidewalk in this area will also allow the condominium residents (from units 131 -108)
to safely walk to the "clubhouse" without having to walk through driveways and parking
lots. .
~u
Sergeant Donald
Safety Officer
Agawam Police Department
t
RECE IVED
JAN 15 REC'D
PLANNt \··~G BONW'
pproved by
Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
. Tel. 413-786-0400 Fax 413-786-9927
MEMO
TO: Engineering Dept., Fire Dept., Police Dept., ADA Committee
FROM: Planning Board
SUBJECT: Site Plan -497 South Westfield Street -DePalma
DATE: January3,2013
Please review and comment on the attached Site Plan for DePalma on South Westfield Street
prior to the Board's January 1 Th meeting. . . .
Thank you.
DSD:prk
L
From: ------------L-E-T-T-E-~TRANSMITTAL
R LEVESQUE ASSOCIATES. INC.
A Land Planning Services Company
www.rlaland.tom
Date: "nlnnn
I No:
: Name: 497 South I Street
40 School StI<:et, P.O. Box 640, Westfield, MA 01086
4Il-S68-098S (0) 411-S68.{J986 (F)
RE: Site PIau
To: Town of Agawam Building Department
1000 Suffield Street
Agawam,MA 01001
Attention: Mr. Dominic Urbinati
We Are Transmitting to You: o Under Separate Cover VIA t8:I Attacbed
t8:I Plans o Approval of Subcontractor o Copy of Letter
o Specifications o Order on Contract
t8:I Report
o Form
o Original Drawings
_________ 0 Othu
.10
10
2
~ Date
Nov. 5, 2012
Dee. 20, 2012
Sept. 2012
--
n Condominium
Site Plan
These are Transmitted as Noted Below:
o For Approval 0 Approved as Submitted
o For information 0 Approved as Noted
181 For Action 0 For Corrections
o As Requested 0 For Review and Comments
o Photographs
o Proposal
Description !:::L ~
Slte~;:' .; ,51h.17)
.-; -
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~ @ :=:
o Resubmit ~ Copli fO~ irPclrlroval
o Resubmit __ ' Copies for Distribution
o Return __ Corrected Prints
0 ________ _
Remarks: Please see the attached documents fOr Planning Board review and agenda placement.
~
.~ ::RaIPh IIrone
U RLAFUe'
By:
~ If Enclosures are not as noted, please notify uS at once.
• ... ~~.
AGAWAM OFFICE OF PLANNING &. COMMUNITY DEVELOPMENT
SITE PLAN REVIEW
(Preliminary)
REVIEWER: D. Dachos DATE: May 24.2012
DATE RECEIVED: April 24. 2012 DISTRIBUTION DATE: April 24. 2012
PlANNING BOARD MEETING DATE: Not scheduled
APPLICANT INFORMATION
1. Name of Business: Joe Tirone and Ralph DePalma
Address: 36 Canterbury Lane. Feeding Hills. MA 01030
2. Owner: Same
Address:
Telephone: Fax:
3. Engineer: R Levesque Associates. Inc.
Address: 29 Broad Street. P.O. Box 640
Westfield. MA 01086
Telephone: 568-0985 Fax: 568-0986
PLAN REVIEW
Scale: 1" = 50' Date: April 2012
Title Block (Street Address, Applicant's Name. Address. Scale. Name of Preparer of
Plan): O.K.
Description of Project: Proposed construction of a 131 unit condominium development
with associated amenities.
Site Plan Review
Page 2
!
• •
Description of Site: Site consists of 53.60 acres with house and out buildings. There is a
large wetland on the property which has been delineated by the Agawam Conservation
Commission. Approximately Y2 of the property is in agricultural use. A Notice of intent
must be filed with the Conservation Commission.
Provision for Traffic Flow: There are seven proposed driveways along South Westfield
Street of varying widths and two private ways. Sight distance and signage have been
raised as possible issues by professional staff. The Engineering Department is also
requesting a traffic study to determine the impact of the increased traffic on the Pine and
South Westfield Street intersection.
Parking: No elevations have been submitted, though it appears that there are garages.
Each unit must have two parking spaces. There is an additional 41 visitor's spaces (2
handicapped). There are also 19 spaces (2 handicapped) at the community building.
Drainage: See preliminary comments from the Engineering Department. These are in
the process of being revised based upon the Team meeting.
Public Utilities: See above (drainage).
LandscaplnglScreening and Buffers: The landscape plan is not complete. In addition,
foundation plantings have not been provided.
Sign location: Not provided.
Exterior Ughtlng: Not provided.
Rendering or Elevations: Not provided.
Dumpster Location: Not provided.
Other Comments or Concerns:
1. Is the applicant requesting any waivers of the Subdivision Rules and Regulations? If so,
what are they.
2. The house located at 497 South Westfield Street is listed in Agawam's Historical
Inventory. Agawam's Demolition Delay Ordinance will apply to this structure.
3. It does not appear that all of the units have outdoor space.
To:
CC:
From:
. Date:
Subject:
• •
TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 8210600 • Fax (413) 821 0631
Christopher J. Golba • Superintendent
MEMORANDUM
R. Levesque Associates, Inc.
Planning, Building, DPW, File
Engineering Division
May 8, 2012
Proposed Condominium Community TironefDepalma -497 South Westfield Street -SP 555 -
Team Meeting Review
Pet your request, we have reviewed the Site Plan entitled "Proposed Condominium Community -Map E6,
Block 2, Lot 8. 497 South Westfield Street, Agawam, MA; Prepared for: Joe Tirone & Ralph DePalma, 36
Canterbury Lane, Feeding Hills, MA; Prepared by: RLA - R Levesque Associates, Inc., 29 Broad Street, P.
O. Box 640, Westfield, MA 01086; Scale: I" = 50'; Dated: April, 2012," and we have the following
comments:
Drainage:
1. Stormwater from South Westfield Street currently drains off the road to the wetlands behind the
proposed units 108 to 131. Additional drainage is going to be required to intercept this runoff so it
doesn't impact the new construction. South Westfield Street is very flat in this area; therefore,
perhaps a swale/catch basin design would work best. Consideration for the utility poles will need to
be made. Also, if a swale is proposed, privately maintained culverts will be needed at each driveway.
2. The Town of Agawam will need a drainage easement for each of the outfalls from South Westfield
Street.
3. On page C-7, the proposed relocation of the 12" HDPE culvert from South Westfield Street goes
under the proposed mailbox structure. This will need to be re-designed. A Town drainage easement
will be needed for this pipe.
4. It is recommended that cleanouts be installed at each bend fOT the roof drains and the detention pond
wider drains.
5. For the Conservation Commission review, TSS removal calculations will need to be made for treating
the stormwater before it reaches the wetlands. There is a concern that this requirement will not be
met in tlte area of units 108 to 13 \.
6. There is a concern tltat there will be drainage issues especially in tlte winter for the driveways of units
108 to 131. The first 5 or so feet of each driveway shall pitch toward South Westfield Street to
prevent stormwater from flowing off the road and down the driveways. Also, snow piles will need to
be moved to allow for storm water to flow to the catch basins in tlte lawn areas.
7. Stormwater Calculations will need to be submitted for review; Both a short and long-term operation
and maintenance plan will need to be included in the report.
8. A construction schedule will be needed for the box culvert.
• • Roads and Sidewalks:
9. Signage and pavement markings need to be shown on the plans and shall meet all applicable
MUTCD standards or FHW A Guidelines (i.e. one-way/entrance/exit signs, intersection warning signs
on South Westfield Street, roundabout/traffic circle advisory speed limit signs, pedestrian crossings,
yield to pedestrian markings, and signage for traffic flow on site, etc.). Roundabout signage and
pavement markings FHW A guidelines:
HTI1?:UWWW.FH\VA.DOT.GQ\. IPUBUC.\TlONS/RESS\RCHISAFEIT /Q0067/00Q677.PDF
10. A cross-section detail of the traffic circle needs to be added to the plans. The detail should include:
cross slope, mountable curb, materials, color, etc. Please note that consideration for heavy truck
loading and winter plowing operations should be considered in the design.
11. Individual driveway permits will be required for each of the driveways on South Westfield Street. If
proposed, privately maintained culverts will need to be included in the permit. The proposed
driveways must follow Town Standards and shall have minimal pitch near South Westfield Street so
that drivers will have adequate sight distance.
12, It is strongly recommended that all measures be taken to prevent the residents of units 108 to 131
from backing out into South Westfield Street (i.e. signage to keep turnarounds clear, etc.).
13. It is recommended that the accessible curb ramp detail on sheet 0-3(4) be changed to the Town
Standard of7.5% ± 0.5% slope to allow for flexibility during construction.
14. All curb ramps need to have matching ramps located perpendicularly across the street from each
other and shall not direct pedestrians into the intersection itself.
15. It is suggested that the proposed mailbox building and crosswalk be moved away from each other to
reduce chances of people parking on crosswalk.
16. South Westfield Street was paved in August of 2010 and is therefore on the Town's 5 Year Road
Opening Moratorium list. The developer will need to minimize the number of saw cuts by cutting the
entire width of pavement and mill and overlay. Engineering will meet with the R. Levesque
Associates to discuss the limits of this work based on the final set of plans (drainage, water and sewer
connections in the road).
17. The proposed angled handicap stalls are 8' wide. They shall be equal in width to the 10' standard
spaces. See note on page C-4.
18. A traffic study will be needed to determine the impact of at the intersection of Pine Street and South
Westfield Street.
19. Engineering is still reviewing the sight distance for vehicles turning into and out of each of the
driveways on South Westfield Street. Of a particular concern is the visibility of southbound vehicles
waiting to turn left into the driveways.
Sewer and Water:
20. The water main will need a hydrant at the end of each line both in the cul-de-sac (Sta 9+50) and near
units 130/131 for flushing.
21. On Sheet C-9, the hydrant at Station 8+56 needs to be triple gated.
22. Line gates are required (at a minimum) every 1000 feet in the water main.
23. For the water connections, separate 2" riserlsupply lines though each building with taps for each unit
are required. Taps shall be in parallel (not in series) and a separate meter shall be required for each
unit. The 2" service shall be independent of the fire service.
• •
24. Units can be either individually metered or each building metered. If individually metered, each
building will need an additional irrigation meter.
25. Interconnections between the water mains shall be added in the area near the boulevard section of the
project.
26. A minimum of 10 ft horizontal separation between utilities (water, sewer, drain) should be
maintained. Only 5 ft separation is shown near units 113 to 125.
27. A Sewer Extension Pennit is required by the D.E.P. Please provide copies of all permits to the DPW.
28. On Sheet, C-13, please show the existing sewer main in South Westfield Street continuing north.
29. The size of each building sewer lateral needs to be added to the plans.
30. Please show all utilities on Sheet C-14.
31. Please include on overall utility plan view showing the water and sewer at 80 scale (similar to that of
sheet C-6).
Other:
32. The plans show two units with the same number 59. Please revise as necessary.
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,
Michelle C. Chase, P.E.
Town Engineer
s:\sp\555 depalma tirone condos -497 south westfield st\memos\OI team meeting -may 8 2012.doc
John G. Decker
DPW Deputy Supt. of Water and Sewer
• •
~---=~
, , ,
Memorandum
To: Office of Planning & Community Development
CC: Chief Robert Campbell
From: Sergeant Richard Niles
Subject: Site Plan -497 South Westfield Street -Depalma
Date: April 27, 2012
Three issues of major concern:
I. Number of curbs cuts (distance between)
2. Curb cut in street bend (units # 126-131)
3. Proper/Appropriate signage (STOP, Yield, One Way, etc & pavement markings)
* I will defer to the Engineer Department on these issues.
**1 will not be in attendance at the Team Meeting due to a prior comment.
Respectfully Submitted
~-R-'\~
Sergeant Richard Niles
Safety Officer
Agawam Police Department
. ~d pproved by
. ~
Lt. Eri illis
r
Memorandum
To: Office of Planning & Community Development
CC: Chief Robert Campbell
From: Sergeant Richard Niles
Subject: South Westfield Street -Tirone & DePalma
Date: August 22, 2011
Three concerns, all involve curb cuts & line of sight issues:
Building #1 -located on a curve of South Westfield Street,
Building #2 -close proximity to above mentioned curve, &
Building #4 & Main Exit -close proximity to each other.
I will defer to the Engineering Department as to whether or not the above mentioned
issues may present a problem.
Respectfully Submitted
A .. J.A-.~ ~~; Richard Niles
Safety Officer
Agawam Police Department
• ..:.., t .:..,
,I, I ,
. ,. ') 20\\ I . ': ;".
• •
• Agawam P'lanning Board
February 17,2011
Page I
MEMBERS PRESENT:
Travis P. Ward, Chairman
David A. Chase
Michael J. Morassi
Mark R. Paleologopoulos
MEMBERS ABSENT:
Violet E. Baldwin
ALSO PRESENT:
Deborah S. Dachos
Pamela R. Kerr
AGAWAM PLANNING BOARD
February 17,2011
Mr. Ward called the meeting to order at 7:00 PM.
•
I. SITE PLAN -Six Flags New England -addition to finance building
John Furman of Vanasse Hangen Brustlin (VHB) was in attendance as well as Chuck
Davis and Dave Jenks of Six Flags New England. Mr. Furman explained that this Site
Plan shows a 13.9' x 40' addition to the Finance Building within the Park. He explained
the construction will be wood frame on concrete piers. Mr. Ward asked if the addition
would be insulated. Mr. Jenks stated yes, the floors and walls will be insulated and the
exterior will be Texture III to match the existing building. Mr. Paleologopoulos asked jf
sprinklers were being provided. Mr. Furman stated no, sprinklers are not warranted. The
Engineering Department reviewed the plan and had no comments.
Motion was made by Mr. Morassi and seconded by Mr. Chase to approve the Site Plan
for Six Flags New England's addition to Finance Office.
VOTE 4-0
2. REVISION TO PLAN -Zack's Estates -retaining wall & grading
Mr. Russo was in attendance this evening however, his engineer was not. He briefly
explained the changes: remove retaining wall and guardrail and regrade the area. The
immediate abutter, Sherry Petrucci, was in attendance and stated that she is iffavor of
having no guardrail as long as it is graded properly. The only plan submitted on this
request was given to the Engineering Department to review. They responded that they
approve of the changes. There was no plan to look at this evening. The Board agreed
that the item be tabled to the next meeting to allow for Mr. Russo's engineer to make a
presentation. The Board discussed the proposed changes and agreed that they would not
necessitate a public hearing.
• • Agawam Planning Board
February 17,2011
Page 2
Motion was made by Mr, Morassi and seconded by Mr. Paleologopoulos that the
proposed removal of retaining wall and guardrail and additional grading at Zack's Estates
is not'a significant change and does not necessitate a public hearing.
VOTE 4-0
Motion was made by Mr. Morassi and seconded by Mr. Paleologopoulos to table the
. Revisions to Definitive Plan of Zack' s Estates to the next meeting.
VOTE 4-0
3. FORM A -School StreetlMichele Lane -Russo
This plan shows a strip ofland on the Zack's Estates being conveyed to the abutter
(petrucci).
Motion was made by Mr. Morassi and seconded by Mr. Chase to approve the plan on
School Street and Michele Lane under "Subdivision Control Law Not Required".
VOTE 4-0
4. DISCUSSION -South Westfield Street -R. Levesque Associates
Rob Levesque was in attendance along with Joe Tirone. Ms. Dachos reiterated that this
plan is conceptual and no action is to be taken on it this evening. Mr. Levesque stated he
took the Board's comments from the last meeting into consideration and made some
changes to the plan. Mr. Morassi stated that he spoke with the Engineering Department
and their concern is any future modifications to South Westfield Street and how that
would impact this plan. In particular, can the building in the front be moved back any
further. Mr. Levesque stated that he would look at whether they could move it further
back and may have to consult with the Conservation Commission on that matter. He
went on to say that they have now moved the clubhouse to the center of the site and
provided additional parking for it. He brought up sidewalks and tree belts as required in
the Subdivision Rules and Regulations. Mr. Ward and Ms. Dachos stated that the
sidewalks are to be concrete. Mr. Levesque stated that adding treebelts would result in
the loss of approximately fifty units. The members were in agreement that treebelts add
to the aesthetic value of the project and instructed him to provide them where possible
and submit a waiver request for the portions where they cannot meet the requirement.
Mr. Levesque stated that they would propose a monolithic pour. The members also
agreed that layout ofthe roadway as shown on the previous plan be pursued as the
revised plan this evening is not preferred. They also informed him that the 300'
separation requirement does not pertain to the boulevard entrance that was originally
shown and they favored that layout. Also, the members agreed that a minimum 150'
• • • Agawam Planning Board
February 17, 2011
Page 3
•
radius be pursued. Mr. Levesque stated that with those comments in mind, he will also
try to "clean up" the intersection at the center of the project as he formalizes the plans.
5. APPROVAL OF MINUTES -February 3, 2011 & February 3, 2011
Executive Session
Motion was made by Mr. Paleologopoulos and seconded by Mr. Morassi to approve the
minutes of the regular meeting of February 3,2011 as written.
VOTE 3-0-1 (Chase abstained)
Motion was made by Mr. Morassi and seconded by Mr. Paleologopoulos to approve the
Executive Session minutes of February 3, 2011.
VOTE 4-0
6. DISCUSSION -zoning
Mr. Ward stated that he has finalized the open letter from the Board regarding their intent
to review zoning. The final letter will be sent out on Monday to the newspapers and
Town Council.
7. PVPC Updates -D. Chase
There were not new updates this evening.
The meeting adjourned at 8:30 PM.
• Agawam Planning Board
February 3, 2011
Page I
MEMBERS PRESENT:
Travis P. Ward, Chairman
Violet E. Baldwin
Michael J. Morassi
AGAWAM PLANNING BOARD
February 3, 2011
Mark R. Paleologopoulos -6:35 PM
MEMBERS ABSENT:
David A. Chase
ALSO PRESENT:
Deborah S. Dachos
Pamela R. Kerr
•
Mr. Ward called the meeting to order at 6:00 PM. The first item on the agenda is an
Executive Session.
Motion was made by Mr. Morassi and seconded by Ms. Baldwin to enter into Executive
Session with the Town Solicitor and Associate Solicitor to discuss VIP Homes vs. Town
of Agawam and Tirone Development Corp. vs. Town of Agawam.
ROLL CALL VOTE-3 Yes
The minutes ofthe Executive Session are prepared under separate cover.
2. DISCUSSION -South Westfield Street -R. Levesque Associates
Rob Levesque and Jon Goddard ofR. Levesque Associates were in attendance as well as
the property owners Ralph DePalma and Giuseppe Tirone. Mr. Levesque explained that
he requested to be put on the agenda to discuss the proposed condominium project on
South Westfield Street that they are currently designing. He explained that this site is
approximately fifty acres and is located approximately 1400' from the intersection with
Pine Street and that a wetland delineation has been approved by the Conservation
Commission. He went on to say that due to the presence of endangered species he has
been working with NHESP (National Heritage Endangered Species Program) and they
have come to an agreement on the usable area of the site which is shown on the plan and
which he states basically follows the 50' wetland buffer. There are three curbcuts
associated with the project. At a wetland restricted area of the site a boulevard is shown
with one way traffic. The separation of the two lanes narrows down to 12' to 15' at one
point. He stated that there are no mature trees along the "boulevard" area. He explained
that he requested to come before the Board at this point to discuss procedures for
subdivision standards and whether waiver requests would be needed. Ms. Dachos
• Agawam Planning Board
. • February 3, 2011
Page 2
•
explained that the Subdivision Rules and Regulations must be met in terms of the road
layout. Mr. Levesque stated that two roadway radii waivers would be needed: one at the
exit onto South Westfield Street and one at the rear of the site where the roadways
intersect. Mr. Morassi asked why they could not meet the required radii. Mr. Levesque
explained that a 300' separation distance is required on the South Westfield Street spot.
There was discussion of the preliminary plan that was approved on the Czerpak property.
That plan will be looked at to determine those proposed street locations. Mr.
Paleologopoulos questioned the location of the clubhouse right at the entrance to the site.
Mr. DePalma stated that could be moved. Mr. Paleologopoulos asked if and when South
Westfield Street was to be upgraded or widened. Mr. Levesque stated that he has spoken
with the Engineering Department and that there is sufficient room to accommodate future
improvements. Ms. Baldwin asked what the setback is in this area. Mr. Levesque stated
that a 40' setback is required from all property lines. He went on to say that sewer is now
available to this site and they are proposing a pump station at the rear of the site. Mr.
Ward asked about water capacity. Mr. Levesque stated that should not be an issue. In
conclusion, Mr. Levesque agreed to rework the areas of the radii waivers and the
"intersection" in the middle. He stated that there may be a slight reduction in the 300'
separation as now shown. He asked if the Board would be amenable to reviewing his
changes at the next meeting. The Board agreed. Ms. Dachos stated that a Team Meeting
on the project should be held prior to the formal submittal of the Site Plan.
3. APPROVAL OF MINUTES -January 20,2011
Motion was made by Mr. Paleologopoulos and seconded by Ms. Baldwin to approve the
minutes of January 20, 2011 as written.
VOTE 4-0
4. PVPC updates
This item was tabled as Mr. Chase was not in attendance this evening.
5. DISCUSSION -zoning
Mr. Ward stated that he will be finalizing the letter regarding the Board's intent to pursue
reviewing the zoning bylaws for possible amendments this weekend and suggested that it
go to the Mayor and Council before sending it to the press. Ms. Dachos stated that after
the last meeting she contacted Jessica Allen of the Pioneer Valley Planning Commission
to discuss possible technical assistance with this endeavor. She was informed that a letter
of interest must be submitted by the following Monday. She met with the Mayor and
received his approval to proceed with the letter. On Wednesday she was informed that it
had been accepted. It now goes to Boston for final approval of the funding. She gave the
Board copies of the scope that was prepared for any comments they may have. All
members were in agreement with the scope as written. Ms. Dachos went on to say that
this will be an approximate one year project and that Ms. Allen did a critical review of
East Longmeadow's zoning and would do a similar review for Agawam.
.,
• Agawam Planning Board
February 3, 2011
Page 3
The meeting adjourned at 8:00 PM.
•
Print •
Parcel 10: E6 2 8
Owner: DEPALMA RALPH Interactive Map
Parcel Address: 497 SOUTH WESTFIELD ST
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Date: 5/24/12
881
Page 1 of Il
1761 Feet
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• ?'~R.\t B -BU ILDI ~G
\L-'.SSACHUSETrS HISTORICAL CO~t/<IISSIO:-i
8U tioylston ~treet, Boston, ~A 02116
location in relation to nearest
cross streets and other buildings
or geographical features.
Indicate north.
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Recorded by ____ G~.~F~3~rm~e~r~ ____________ __
Organi~ation Agawam Office of Community
Development
Date April, 1985
• Area Form no.
219
Agawam
South Westfield St ., nr. Pine
~ame John Taylor House
Original ____ R_e_s_i_d_e_n_c_e ______________ _
Pres en t _____ R_e_s_i_d_e_n_c_e ______________ _
: Cl Private individual
Private organization, ________ ___
Public, ____________________ ___
Original owner ____________________ _
Date c. 1870
Source Maps, style
StYle _____ G_r_e_e_k __ R_ev_i_v_a_l ________________ ___
Architect, ______________________________ _
Exterior wall fabric Clapboards
Outbuildings ___ B_3_r_n_& __ s_h_e_d ______________ __
Major alterations (with dates) __________ _
~joved, _____________________ Date ________ __
Approx. acreage, ________________________ _
Setting ____________________________ ___
(Staple additional sheets here)
(
{
• •
ARCHITECTURAL SIGNIFICANCE (describe important architectural features and
evaluate in tenns of other buildings within conununity)
Simple three bay, side hall plan with elongated front windows, square col umned
portico with pinwheel brackets.
HISTORICAL SIGNIFICANCE (explain the role owners played in local or state history
and how the building relates to the development of the community)
John Taylor owned extensive farmland near the junction of present Pine and
South Westfield Streets.
BIBLIOGRAPHY and/or REFERE:-ICES
Beers, Atlas of Hampden County, Mass. (1870).
Richards & Co., Atlas of Survey, Hampden County, Mass. (1894).
20M-2/SC;
Unofficial Property Record Card • •
Unofficial Property Record Card -Agawam, MA
ParcellO E6 2 8
Prior PartellO 6730 -
Property Owner DEPALMA RALPH
TIRONE GIUSEPPE
Mailing Address 36 CANTERBURY LN
City FEEDING HILLS
Mailing State MA
ParcelZonlng AG
Zip 01030
General Property Data
Account Number
Property Location 497 SOUTH WESTFIELD ST
Property Use RES/FRM
Most Recent Sale Date 1011412004
Legal Reference 14554-323
Grantor THE TAYLOR FAMilY TRUST.
Sale Price 850,000
Land Area 53.600 acres
Current Property Assessment
Page 1 of 1
Card 1 Value Building Value 135,300
Xtra Features
Value 4,900 Land Value 120,879 Total Value 261 ,079
Building Style COLONIAL
., of living Units 2
Year Built 1835
Building Grade AVERAGE
Building Condition Fair-Avg
Finished Area (SF) 2776
Number Rooms 9
,. of 3/. Baths 0
Building Description
Foundation Type MASONRY
Frame Type WOOD
Roof Structure GABLE
Roof Cover SLATE
Siding VINYL
Interior WaUs PLASTER
# of Bedrooms 4
., of 1/2 Baths 0
Legal Description
Narrative Description of Property
Flooring Type HARDWOOD
Basement Floor HI"
Heating Type FORCED H/A
Heating Fuel OIL
Air CondiUonlng 0%
# of 8smt Garages 0
,. of Full Baths 2
# of Other Fixtures 0
This property contains 53.600 acres of land mainly classified as RES/FRM with a(n) COLONIAL style building, built about 1835 . having VINYL exterior and SLATE
roof cover. with 2 unit(s" 9 room(s), 4 bedroom(s" 2 bath(s), 0 half bath{s).
~ .
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Disclaimer: This information is believed to be correct but is subject to change and is not warranteed.
http://agawam.patriotproperties.comlRecordCard.as p 5/24/2012
Print
-
J ..............
S PRUCE CIR'=1~-¥ WI Wi i0oi i;o e , -.. ~, •
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Parcel 10: E6 2 8
,
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•
Owner: DEPALMA RALPH
•
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Parcel Address: 497 SOUTH WESTFIELD ST
III
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• •
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Interactive Map
,
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" •
Date : 5/24/12
881
Scale : 1"=881' (1:10567)
Page 1 of 1 I
1761 Feet
I
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Dial Before You Di
Gas, electn"c, telt!Jphont!J and cable television
companres have underground pipes and
cobles in places you'd least expect.
So it's a good idea for anyone who does any
excavating to check beforehand to make sure
there is no danger of damaging thfJSfJ facilities.
In fact. state lows in Massachusetts. New
Hampshire. Rhode Island and Vermont make it
mandatory for anyone doing excavating work
10 nolify uli'li/y componies .. ell ahead of lime.
(Rhode Island and Vermont require 48 hours
prror notice and the other two stotes require
72 hours.)
The utility companies have simplified this
notificotion process by providing a tof/-freR
number. One call to this "0;-9 Safe" line
satisfies the law and enables all of the
utili/res to receivtJ thB informalion.
In Massachusetts. the numb(Jr is 1-888-344-
7233.
In Moine. New Hampshirf!J. Vermont and
Rhode Islond. the number is 1-888-344-7233.
If there are underground facilities in your
orea. the utility company will identify their
locotion for you. This will 61iminote the
possibJ7ity of domoge ond save you the
expense of costly repairs.
So be on the sale side and dial before
you start to dig.
DIGSAFE
• • ose
ap E6, Block 2, Lot 8
497 South estfield Street, Agawam,
SITE INFORMA TlON
LOT INFORMATION
ZONE RESIDENCE A-3
SITE PLAN INFORMATION
ITEM REOu/RED PROVIDED
MINIMUM LOT ARE4 2 ACRES 49.81:i: ACRES
MINIMUM ROAD FRONTAGE 150' 1250':i:
MINIMUM FRONT YARD SETBACK 40' 55.0':i:
MINIMUM SIDE YARD SETBACK 40' 50.1 ':i:
MINIMUM REAR YARD SETBACK 40' 90. 9 ':i:
MAXIMUM BUILDING HEIGHT 2 STORIES/45' <45'
MAXIMUM BUILDING COVER4GE 40% 7.2% :i:
PARKING (2 SPACES PER UNIT) 160 391-
MINIMUM SPACE BETWEEN BUILDINGS 40' >40.0'
MAXIMUM DENSITY 8 PER ACRE (398) ~1.6/ACRE (80)
'ASSUMES 4 PARKING SPACES PER UNIT (2 GARAGE + 2 DRIVEWAY SPACES)
PLUS THE DESIGNATED PARKING AR£4S
SITE PLANS
AS PREPARED FOR
Joe Tirone &
Ralph Depalma
36 Canterbury Lane
Feeding Hills, MA 01030
SOURCE: Agawam GIS
SEPTEMBER 2012
Revised: 6/14/18
BY
RLA
R LEVESQUE ASSOCIATES, INC
Land Surveying, Site Design,
Landscape Architecture, Planning
Environmental Permitting
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA 01086
rlaland.com
DRAWING INDEX
SHEET NO. SHEET NAME
T-1 TITLE SHEET
EX-I EXISTING SITE CONDITIONS
C-1 NOTES, SYM80L &-LINE LEGEND AND ABBREVIATIONS
C-2 CONSTRUCTION NOTES
C-3 SITE PREPAR4T10N PLAN
C-4 SITE LA YOUT -Southwesterly Sec/Ion
C-5 SITE LA YOUT -Northeasterly Section
, ",,'
C-6 OVER4LL SITE GR4DING
C-7 SITE GR4DING '" DR41NAGE -Southwesterly Section
C-8 SITE GRADING '" DR41NAGE -Northeasterly Seclian
C-9 PLAN &-PROFILE -Enlrance Orive
C-70 PLAN &-PROFILE -Exil On'...,
C-l'. PLAN &-PROFILE -Cul-de-sac
C-72 PLAN &-PROFILE -Loop Drive
C-13 PLAN &-PROFILE -Along South Westfi,,'d Streel
C-74 PLAN &-PROFILE -Open-Box Culvert / Wildlife Crossing
C-15 SITE LANOSCAPING PLAN -Southwesterly SecNon
C-16 SITE LANOSCAPING PLAN -Northeasterly Section
C-17 SITE liGHTING PLAN -Sovthwesterly Section
C-18 SITE liGHTING PLAN -Northeasterly Seclion
C-19 OVER4LL SITE UTILITY PLAN
C-20 CUL-DE-SAC &-INTERSECTION OETAILS
C-21 EROSION &: SEDIMENTA TlON CONTROL &: PROJECT PHASING PIAN
C-22 CONSERVATION RESTRICTEO ARE4 PLAN
0-1 OETAILS &-SPECIFICATIONS
D-2 DETAILS &-SPECIFICA TlONS
D-3 DETAILS '" SPECIFICATIONS
D-4 DETAILS &: SPECIFICATIONS
0-5 OETAILS &: SPECIFICATIONS
D-6 DETAILS &: SPECIFICA TlDNS
0-7 DETAILS &: SPECIFICA TlONS
D-8 DETAILS &: SPECIFICATIONS
ISSUE
DATE
11/5/12
11/5/12
11/5/12
11/5/12
11/5/12
11/5/72
17/5/72
11/5/72
17/5/12
17/5/72
"'/5/12
11/5/12
11/5/12
11/5/12
11/5/12
11/5/12
11/5/12
11/5/12
11/5/12
11/5/12
11/5/12
11/5/12
6/28/13
TBD
11/5/12
11/5/12
11/5/12
11/5/12
11/5/12
11/5/12
6/28/13
6/28/13
REVISION
DATE
6/14/18
6/14/18
6/14/18
6/14/78
6/14/18
6/74/18
6/14/18
6/74/18
6/14/18
6/14/18
6/14/18
6/14/18
6/14/18
6/14/18
6/14/18
6/14/18
6/14/18
6/14/18
6/14/18
6/14/18
6/14/18
6/28/13
9/17/13
9/17/13
6/28/13
6/28/13
9/17/13
9/17/13
9/17/13
•
SITE PLAN APPROVAL
AGAWAM PLANNING BOAftD wi ~O~\iOrl~ (0f'\..O.. J..\ ,~, f
~ ~~
JUN 1 S (018
PERMITTING
GENERAL CONSTRUCTION NOTES
I. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR OR HIS AUTHORIZED
REPRESENTATIVE SHALL CONVENE A PRE-CONSTRUCTION CONFERENCE BETWEEN THE
CITY /TOWN REPRESENTATIVES, CONSULTING ENGINEER/LANDSCAPE ARCHITECT, UTILITY
COMPANY REPRESENTATIVES, AND ANY OTHER AFFECTED PARTIES.
2. THE OWNER AND R LEVESQUE ASSOCIATES, INC. AND/OR THEIR REPRESENTATIVES, IN
PREPARING THESE PLANS HAVE ATTEMPTED TO LOCATE ALL EXISTING UTILITIES IN THE
PROJECT AR£A. HOWEVER, THERE MAY BE UTILITIES THAT WERE NOT OR COULD NOT
BE LOCATED. UNOERGROUND UTILITIES SHOWN ON THE PLANS ARE IN APPROXIMATE
LOCATIONS ONLY. THE CONTRACTOR SHA LL DETERMINE THE EXACT LOCATIONS AND
ELEVATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR
SHALL CALL ALL APPROPRIATE UTILITY COMPANIES FOR LOCA TlONS OF THEIR UTILITIES
AT LEAST 4B HOURS BEFORE COMMENCING EXCAVATION. IN THE EVENT THAT A UTILITY
IS SITUATED SUCH THAT CONSTRUCTION CANNOT PROCEED AS SHOWN ON THE PLANS,
THE PROJECT ENGINEER/LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED
IMMEDIATEL Y.
3. THE SITE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR
DUE TO HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UTILITIES.
4. CONTRACTOR SHALL PROVIDE TWO SETS OF AS-BUILT DRAWINGS, PRIOR TO FINAL
PA YMENT. AS-BUILT DRAWINGS BY A REGISTERED LAND SURVEYOR SHALL INCLUDE ALL
INSTALLED U77LITIES WITH VERTICAL AND HORIZONTAL LOCA TlONS AND BE
SATISFACTORY TO THE BUILDING OFFICIAL FOR ISSUANCE OF A CERTIACATE OF
OCCUPANCY.
5. ALL ALL WORK REQUIRED TO BRING THE PROPOSED ROADWAY UP TO SUB-GRADE
LEVEL SHALL CONFORM TO MHO SPECIFlCA770NS SECTION ISO AND SECTION 159-·19C
OF TOWN CODE. '
5. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE
r.nNc;Th'IICr,;n TO !;;AM£.
7. ALL WORK IN THE CITY RIGHT-OF-WAY AND EASEMENTS SHALL BE IN ACCORDANCE
WITH Tf!E CITY/TOWN SPECIFICATIONS AND MASSACHUSETTS DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,
LA TEST EDI770N.
B. THE CONTRACTOR SHALL GIVE THE CITY/TOWN A MINIMUM OF 48 HOURS NOTICE
BEFORE BEGINNING £ACH PHASE OF CONSTRUCTION.
9. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING
IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE,
U77UTIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER
THAN EXISTING CONDITIONS
10. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE CONDITIONS OF
APPROVAL OUTLINED IN ALL STATE AND LOCAL PERMITS COPIES OF THE CONDITIONS
ARE INCLUDED WITHIN THE PROJECTS TECHNICAL SPECIFICATIONS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR REVIEWING THIS INFORMATION PRIOR TO CONSTRUCTION
AND CONFORMING TO THE CONDITIONS AS REQUIRED DURING CONSTRUCTION.
II. THE GENERAL CONTRACTOR SHALL MAINTAIN THE JOB CLEAR OF TRASH AND DEBRIS.
THE WORK AR£AS ARE TO BE PICKED UP AT THE END OF EACH WORK DAY.
12. ANY TEMPORARY FACILITIES FOR THE STORAGE OR PROTECTION OF TOOLS, EQUIPMENT
OR MATERIALS SHALL CONFORM TO LOCAL REGULATIONS AND SHALL BE THE GENERAL
CONTRACTORS RESPONSIBILITY. THESE DOCUMENTS DO NOT INCLUDE THE NECESSARY
COMPONENTS FOR CONSTRUCTION SAFETY. SAFETY, CARE OF ADJACENT PROPERTIES
DURING CONSTRUCTION, AND COMPLIANCE WITH STATE AND FEDERAL REGULA TlONS
REGARDING SAFETY SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY.
13. THE GENERAL CONmACTOR AND HIS SUBCONTRACTORS SHALL VISIT THE SITE AND
BECOME FAMILIAR WITH ALL CONDITIONS PRIOR TO SUBMITTING HIS PROPOSAL. NO
EXTRAS DUE TO UNFAMILIARITY WITH THE EXISTING SITE OR WORKING COND1770NS WILL
BE ALLOWED.
14. CONTRACTOR SHALL BE REQUIRED TO PERFORM ANAL CLEANUP CONSISTING OF
CLEANING THE PROPOSED DRAINAGE AND SEWER SYSTEMS OF ALL DEBRIS PRIOR TO
THE ACCEPTANCE BY THE OWNER. ADDITIONALLY, THE PROPOSED ROADWAY SHALL BE
CLEANED AND SWEPT BY THE CONTRACTOR PRIOR TO ACCEPTANCE
15. ALL EXCAVA770N SHALL COMPLY WITH OSHA'S LATEST STANDARDS. ALL
REQUIREMENTS OF OSHA'S EXCAVATION STANDARDS SHALL BE PROVIDED BY THE
CONTRACTOR INCLUDING, BUT NOT LIMITED TO, THE PROVISION FOR A COMPETENT
PERSON ON SITE MANAGER AND ANY REQUIRED DOCUMENTATION THAT MAY REQUIRE
CERTIACATION BY A PROFESSIONAL ENGINEER. THE OWNER, THROUGH ITS ENGINEER,
SHALL EXPRESSLY NOT PROVIDE ANY OF THE ABOVE REQUIREMENTS DESIGNATEO BY
OSHA '5 EXCAVA TlON STANDARD.
16. THE CONTRACTOR SHALL 8E SOLELY RESPONSIBLE FOR THE COST OF LAYING OUT ALL
ITEMS OF THE WORK BASED ON CERTAIN HORIZONTAL CONTROL AND BENCHMARK
SUPPLIED BY THE SURVEYOR OF RECORD. ANY DISCREPANCIES SHALL BE
IMMEDIATELY REPORTED TO THE ENGINEER.
17. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, EQUIPMENT, PERMITS AND
APPURTENANCES NECESSARY TO PROVIDE A COMPLETE PROJECT AS INDICATED ON THE
PLANS AND IN THESE SPECIACATIONS.
lB. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A THOROUGH SITE EXAMINATION IN
ORDER TO PREPARE SITE FOR CONSTRUCTION.
19. ANY AND ALL DEMOLISHED 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 STA TE AND FEDERAL ENVIRONMENTAL REGULA 770NS.
20. ALL PAVEMENT DISTURBED BY THE CONTRACTOR'S OPERA770NS SHALL BE REPLACED
IN ACCORDANCE WITH THE SPECIFlCA770NS AND AS SHOWN ON THE DRAWINGS.
21. ALL STREET EXCAVATIONS SHALL BE COMPLETELY ClOSED AT THE END OF EACH
WORKING DAY BY BACKFILLING OR COVERING WITH STEEL PLATES.
22. ALL MATERIALS AND METHODS ARE TO COMPLY WITH THE CITY/TOWN DPW STANDARDS
OR MASSACHUSETTS HIGHWA Y (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 BINDER OR
PRWfCT ~gQr. IJNfJ QN-3ITf AT Abf TfMf±
24. BACKALL WILL BE PLACED IN SUCCESSIVE LAYERS NOT MORE THAN TWELVE INCHES IN
THICJ<NESS AND SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY DETERMINED
BY STANDARD PROCTOR TEST (ASTM 698) FOR ALL APPLICABLE TYPES OF BACKFILL
MA TERIAL. NO FROZEN MA TERIAL SHALL BE USED AS BACKALL. IF, IN THE OPINION
OF THE ENGINEER OR THE DPW, THE EXCAVATED MATERIAL IS UNSUITABLE, THE
ENTIRE MATERIAL FOR BACK ALLING SHALL CONSIST OF APPROVED GRAVEL OR
APPROVED BORROW, AS DIRECTED. AFTER THOROUGH TAMPING AROUND AND BENEATH
THE UTILITY, A SIX-INCH LAYER OF BACKALL WILL BE THOROUGHLY COMPACTED AS
FOLLOWS: IF ORY, SHALL BE MOISTENED AND THEN COMPACTED WITH MECHANICAL
TAMPERS OR BY HAND TAMPERS HAVING A TAMPING FACE NOT EXCEEDING 25 S~UARE
INCHES IN AREA. THE FINAL lWEL VE INCHES OF FILLING WILL, IN ALL CASES, CONSIST
OF APPROVED GRAVEL THOROUGHLY TAMPED.
25. CONTRACTOR SHALL PROVIDE AHD COMPACTION VERIACATION UTILIZING ASTM
05195-02, STANDARD TEST METHOD FOR DENSITY OF SOIL &: ROCK IN-PLACE AT
DEPTHS BELOW THE SURFACE BY NUCLEAR METHODS.
26. CONmACTOR SHALL PROVIDE AEW COMPACTION RESULTS TO ENGINEER WfTHlN
24-HOURS PRIOR TO PLACEMENT OF INFRASTRUCTURE OR BITUMINOUS BINDER.
27. ALL ALL TO BRING PROPOSED ROADWAY UP TO THE SUB-GRADE LEVEL SHALL
EXTEND PAST THE EDGE OF THE RIGHT-OF-WAY AT A 2:1 SLOPE THIS IS TO
PROVIDE ADEQUATE SUPPORT FOR THE RIGHT-OF-WAY.
LA YOUT NOTES
I. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, PRECISE
BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCA TlONS.
2. ALL CONSTRUCTION IN CITY RIGHT-OF-WAYS AND/OR EASEMENTS SHALL BE IN
ACCORDANCE WITH THE CITY/TOWN STANDARD SPECIACATIONS.
3. IN THE EVENT OF DISCREPANCIES BETWEEN LOCAL SPECIFICATIONS AND SITE
SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL GOVERN.
4. SITE CONTRACTOR SHALL REFER TO ARCHITECTURAL DETAILS AND SPECIFICATIONS FOR
REQUIREMENTS OF CONSTRUCTION AND JOINT SPACING OF SIDEWALKS, RAMPS, AND
CURBING ADJACENT TO BUILDING.
5. SITE CONTRACTOR SHALL PROTECT ALL BENCHMARKS AND PROPERTY MONUMENTATION
AND SHALL REPLACE OR REPAIR, AT HIS OWN EXPENSE, BENCHMARKS AND
MONUMENTATION DISTURBED DURING CONSTRUCTION.
6. SITE CONTRACTOR SHALL PAINT ALL LIGHT POLE BASES, CURBS, FIRE HYDRANTS, PIPE
BOLLARDS SIGN BASES, AND OTHER SITE AND UTILITY APPURTENANCES. CONTRACTOR
SHALL PAINT OR REPAINT ARE LANES WHERE REQUIRED BY LOCAL CODE
7. ALL STRIPING, PA VEMENT MARKINGS, AND TRAFFIC SIGNAGE SHALL BE IN ACCORDANCE
WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, UNLESS
OTHERWISE NOTED ON THE PLANS.
B. ALL WORK SHALL COMPLY WITH FEDERAL, STATE AND LOCAL CODES AND ORDINANCES
INCLUDING BUT NOT LIMITED TO: MSHTO, OSHA, EPA, DE?, MASS HIGHWAY, AND THE
TOWN OF AGAWAM. THE GENERAL CONTRACTOR SHALL APPLY FOR ALL PERMITS AND
SHALL PAY ALL PERMIT RELATED FEES. ALL NECESSARY PERMITS SHALL BE OBTAINED
PRIOR TO THE START OF WORK.
9. ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS ARE TO BE VERIAED BY THE
CONTRACTOR. IF AELD CONDITIONS VARY SIGNIACANTL Y ENOUGH TO REQUIRE A CHANGE
TO THE CONTRACT DOCUMENTS, THE PROJECT PROPONENT AND LANDSCAPE
ARCHITECT/ENGINEER SHALL BE NOTIAED IMMEDIA TEL Y.
10. THE SITE/GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL CONTACT THE OWNER
AND LANDSCAPE ARCHITECT/ENGINEER SHOULD HE AND ANY CONFLICT OR
INCONSISTENCY BETWEEN THE WORK SHOWN ON THE DRAWINGS AND NORMAL ACCEPTED
CONSTRUCTION PRACTICES, OR HE SHALL ASSUME RESPONSIBILITY FOR ALL CORRECTIONS.
II. ANY CORRECTIONS REQUIRED FOR REVISIONS TO THE CONTRACT DRAWINGS INITIATED 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.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL &-LEGAL DISPOSAL OF ALL
MATERIAL NECESSARY TO PREPARE THE SITE FOR THE NEW CONSTRUCTION AS SHOWN
ON THE SITE DRAWINGS.
13. REPAIR DAMAGED CITY/TOWN ROADS AND CURBS IN ACCORDANCE WITH MASS HIGHWAY
AND/OR THE CITY/TOWN REGULATIONS.
14. CONTRACTOR SHALL SAWCUT PAVEMENT EDGE WHERE PAVEMENT TO REMAIN IS
ADJACENT TO PAVEMENT TO BE REMOVED.
15. CONTRACTOR SHALL PREPARE SITE AS NECESSARY FOR CONSTRUCTION SHOWN ON THE
PLANS.
EARTHWORK NOTES
I. THE CONTRACTOR IS SPECIFICALLY CAU770NED THAT THE LOCATION AND/OR ELEVATION
OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE
VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD.
THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLET£. THE
CONTRACTOR MUST CALL THE APPROPRIATE U77L1TY COMPANIES AT LEAST 72 HOURS
BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
2. ALL CUT OR ALL SLOPES SHALL BE 3.'1 OR FLATTER UNLESS OTHERWISE NOTED.
3. STORM PIPE SHALL BE AS NOTED ON PLANS.
4. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND
EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
5. EXISTING GRADE CONTOUR INTERVALS SHOWN AT I FOOT INTERVALS
6. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT I FOOT INTERVALS.
7. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT
SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING
STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
B. ALL STORM PIPE ENTERING STRUCTURES SHALL BE SEALED TO ASSURE CONNECTION AT
STRUCTURE IS WATERTIGHT.
9. ALL STORM SEWER MANHOLES FRAMES AND GRATES ARE TO BE SET EQUAL TO FINISH
GRADES, AND SHALL HAVE TRAFAC BEARING RING &-COVERS (H20). LIDS SHALL BE
LABELED "sTORM SEWER~
10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS &: COND1770NS AS OUTLINED IN THE
STORM WATER POLLUTION PREVENTION PLAN.
12. CONTRACTOR SHALL AOJUST AND/OR CUT EXIS77NG PAVEMENT AS NECESSARY TO
ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.
13. CONTRACTOR SHALL ASSURE POSI77VE DRAINAGE AWAY FROM BUILDINGS FOR ALL
NATURAL AND PAVED AREAS.
14. TOPOGRAPHIC INFORMA770N TAKEN FROM A EXISTING CONDITIONS PLAN BY R LEVESQUE
ASSOCIATES, INC. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN
ON THE PLANS, WITHOUT EXCEP770N. HE SHALL HA VE MADE, AT HIS EXPENSE, A
TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER
FOR REVIEW.
15. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES
OF TOPSOIL CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR
STEEPER. CONTRACTOR SHALL GRASS DISTURBED AREAS IN ACCORDANCE WITH THE
SPECIACATIONS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED.
16. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE
CONSTRUCTED TO SAME.
17 EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE
WITH ARCHITECTURAL BUILDING PLANS AND SPECIFlCA770NS.
18. IF CONTRACTOR RELOCATES OR SETS NEW BENCHMARKS, THE VER77CAL ELEVA770NS OF
THE BENCHMARKS SHALL BE SET WITHIN A TOLERANCE OF 0.010 FT. ALL FOOTINGS AND
FOUNDATIONS FOR PROPOSED STRUCTURES SHALL BE EXCAVATED TO NATIVE SUBGRADE
AND COMPACTED PER ARCHITECTURAL SPECIFICATIONS.
19. CONTRACTOR SHALL L£AVE GRADE BEHIND CURB IN ALL PLANTER AREAS A MINIMUM OF
4' LOW FOR THE PLACEMENT OF SUITABLE TOPSOIL OR PLANTING MIX.
20. CONTRACTOR TO SPREAD ON-SITE STOCKPILE TO A 4" DEPTH ON ALL AREAS TO BE
SODED/SEEDED AS SHOWN ON LANDSCAPE DRAWINGS. SITE CONTRACTOR FINE GRADE OF
INSTALLED TOPSOIL PRIOR TO HYDROMULCHING BY LANDSCAPE SUB-CONTRACTOR.
SITE UTILITY NOTES
GENERAL:
I. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF
PROPOSED UTILITIES.
2. TOPS OF EXISTING MANHOLES SHALL BE SET EQUAL TO FINISH GRADE IN GRASSED
LANDSCAPED AREAS WITH WATER TIGHT LIDS.
3. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 2B DAY COMPRESSION
STRENGTH AT 30D0 P.5.I.
4. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES.
5. EXISTING UTILITIES SHALL BE VERIAED IN AELD PRIOR TO INSTALLA770N OF ANY NEW
LINES.
6. PRIOR TO CONSTRUC770N OF UTILITIES REFER TO ARCHITECTURAL INTERIOR PLUMBING
DRAWINGS FOR ALL TIE-INS.
7. SITE/GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIACATIONS OF
THE LOCAL AUTHORITIES AT THE CITY WITH REGARD TO MATERIALS AND INSTALLATION OF
THE WATER AND SEWER LINES.
8. THE CONTRACTOR IS SPECIACALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION
OF EXIS77NG UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE
VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE AELD.
THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE THE
CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS
BEFORE ANY EXCAVATION TO REQUEST EXACT AELD LOCA770N OF U77LITIES. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCA TE ALL EXISTING U77L1TIES WHICH
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS
9. ,",LL NCCESSf'i/rI" INSFCCnotVS AIYO/i;:IlT CClfnrTQi1'TOIYS IfrQUllfeo or GUUt.~· ANU/Uf(
UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING
POSSESSION AND THE ANAL CONNECTION OF SERVICE.
10. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION
REQUIREMENTS AND SPECIFICATIONS.
II. CONmACTOR SHALL COORDINATE INSPEC770N OF UTILITY LINES WITH APPROPRIATE
AUTHORITIES PRIOR TO BACKFILLING TRENCHES.
12. CONTRACTOR SHALL COMPLY WITH THE LATEST OSHA STANDAROS OR DIRECTIVES 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
PROTECTION.
13. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES WITH LOCAL COMPANIES TO
AVOID CONFLICTS AND TO ASSURE THAT PROPER DEPTHS ARE ACHIEVED. CONTRACTOR
SHALL COORDINATE WITH LOCAL UTILITY COMPANIES FOR EXACT LOCATION AND
SCHEOULING OF CONNECTIONS TO THEIR FACILITIES
14. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE
WAY ONLY, DUE TO THE LACK OF AVAILABLE DOCUMENTATION. ALL U77L1TIES, INCLUDING
CURB BOXES, MAY NOT BE SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL CALL
THE "DIG SAFE CENTER" TO HAVE ALL UTiUTIES MARKED ON THE GROUND PRIOR TO
THE START OF CONSTRUCTION
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCA770N OF
ALL EXISTING UTlLI77ES. THE CONTRACTOR SHALL BE FULL Y RESPONSIBLE FOR ANY
AND ALL DAMAGES WHICH OCCUR DUE TO HIS FAILURE TO LOCATE AND PRESERVE
ANY AND ALL UND£lfGROUND U77L1T1ES.
16. DO NOT INTERRUPT EXISTING UTILITIES WITHOUT AUTHORIZATION FROM THE OWNER,
OWNERS OF ADJACENT PROPERTIES, AND THE CORRESPONDING UTILITY OWNER.
CONTRACTOR SHALL ARRANGE TO SHUT OFF UTILITIES, AS REQUIRED, WITH THE
U77L1TY OWNERS
17. COORDINATE UTILITY TERMINATION WITH UTILITY OWNERS.
SEWER:
I. SANITARY SEWER MAINS AND LATERALS SHALL BE PVC PIPE CONFORMING TO ASTM 0
3034-SDR35. THE MINIMUM SIZE FOR SEWER MAINS SHAL BE 8:' SEWER LATERALS
SHALL BE 4" MIN.
2. ALL SANITARY SEWERS, SEWER FORCE MAINS, AND SEWER LA TERALS SHALL BE
INSTALLED IN ARST-CLASS BEDDING AND IN ACCORDANCE WITH THE DEPARTMENT OF
PUBLIC WORKS SPECIFlCA770NS. SEWERS SHALL BE INSTALLED TO THE LINE AND GRADE
INDICATED ON THE PLANS.
3. ONLY PRECAST CONCRETE MANHOLES OF A DESIGN APPROVED BY THE TOWN ENGINEER
SHALL BE INSTALLED ON A SANITARY SEWER MAIN.
4. NO GROUNDWATER OR SURFACE WATER SHALL BE DISCHARGED INTO THE SANITARY
SEWER.
5. WHERE ROCK IS ENCOUNTERED, IT SHALL BE REMOVED TO A DEPTH OF ONE FOOT
BELOW THE FLOWLINE OF THE SEWER AND THE PIPE LAID IN A PROPERLY COMPACTED
GRANULAR MATERIAL APPROVED BY THE TOWN ENGINEER.
6. ONL Y GRANULAR MA TERIAL APPROVED BY THE TOWN ENGINEER SHALL BE USED AS
BACKFILL IN ANY TRENCH EXCAVA770N.
7. ALL SANITARY SEWER MANHOLE INVERTS ARE TO BE BRICK AS SHOWN IN THE TOWN OF
AGAWAM SEWER MANHOLE DETAIL.
WATER:
I. CONTRACTOR SHALL CONTACT THE CITY WATER RESOURCE DEPARTMENT FOR
SPECIFICATIONS AND MAKE OF VALVES, VALVE BOXES, FIRE HYDRANTS AND ALL OTHER
WATER LINE APPURTENANCES.
2. WATER LINE TESTING AND STERILIZATION SHALL BE PERFORMED IN ACCORDANCE
WfTH LOCAL DPW SPECIFICATIONS AND WATER DISTRIBUTION SYSTEM.
CONTRACTOR SHALL COORDINATE TESTING WITH THE CITY WATER DEPARTMENT.
3. ALL WATER MAIN SHALL BE DUCTILE IRON (D.I.), CLASS 52, AWWA C-151 (ANSI 0'121.40)'
OJ. PIPE SHALL BE DOUBLE CEMENT LINED WITH A SEAL COAT CONFORMING TO AWWA
C-I04 (ANSI A-21.4).
4. JOINTS FOR OJ. PIPE SHALL BE PUSH-ON OR OTHERWISE APPROVED, AWWA CI51(ANSI
A=ll:§1) WITH GASKETS CONfORMING TO AWWA C=! 11 (ANJI A=lU 1) MAXIMUM L[I¥(]T#
OF PIPE TO 8E 20 L.F.
5. ALL FITTINGS SHALL BE DUCTILE IRON CLASS 53 WITH PRESSURE RATING OF 350 PSI
AND MECHANICAL JOINTS CONFORMING TO AWWA C-151 (ANSI 0'121. 5 I}.
6. RETAINER GLANDS: RETAINER GLANDS SHALL BE DESIGNED TO IMPART MULTIPLE
WEDGING ACTION AGAINST THE PIPE, INCREASE ITS RESISTANCE AS THE PRESSURE
INCREASES. GLANDS SHALL BE MANUFACTURED OF DUCTILE IRON CONFORMING TO ASTM
A536-BO. RESTRAINING DEVICES SHALL BE DUCTILE IRON HEAT-TREATED TO A MINIMUM
HARNESS OF 370 BHN. TWIST-OFF NUTS SHALL BE USED TO INSURE PROPER ACTUATING
OF THE RETAINER GLAND. DIMENSIONS OF THE GLAND SHALL BE SUCH THAT IT CAN BE
USED WITH THE STANDARD MECHANICAL JOINT BELL AND TEE-HEADED BOLTS
CONFORMING TO ANSVAWWA A21.1 AND ANSVWWA 153/A21.5. THE RETAINER GLAND
SHALL HAVE A WORKING PRESSURE OF 250 PSI WITH A MINIMUM SAFETY FACTOR OF 2:1
AND SHALL BE CERTIFIED BY THE MANUFACTURER TO BE COMPATI8LE WITH THE PIPE
CLASS AND PIPE MANUFACTURER FOR ALL SIZES PROVIDED ON THE JOB. THE RETAINER
GLAND SHALL BE MEGA-LUG AS MANUFACTURED £FA.4 IRON, INC., OR APPROVED EQUAL.
7. ALL WATER MAINS, UNLESS OTHERWISE NOTED, SHALL BE INSTALLED WITH A MINIMUM
FIVE FEET OF COVER. WHEN CROSSING ABOVE OR BELOW WA TER PIPELINES, A MINIMUM
VERTICAL SEPARATION OF SIX INCHES SHALL BE PROVIDED. WHEN CROSSING SANITARY
SEWERS, A MINIMUM OF IB" SHALL BE PROVIDED.
SITE UTILITY NOTES (CONTINUED)
8. THE INSTALLED WATER MAIN SHAU BE PRESSURE TESTED, FLUSHED AND
DISINFECTED BY CONTRACTOR IN ACCORDANCE WITH AWWA C-600 AND AWWA C-
651 OR PER TOWN OF AGAWAM WATER DEPARTMENT STANDAROS.
9. DUCTILE IRON PIPES SHALL BE INSTALLED IN ACCORDANCE WfTH AWWA C-500.
10. ALL MECHANICAL JOINTS ARE TO BE RESTRAINED. FITTINGS SHALL BE RESTRAINED
BY MECHANICAL JOINT RESTRAINTS THE PIPE CONNECTED TO THE FITTING SHALL
BE RESTRAINED PER THE RESTRAINT SCHEDULE. (SEE DETAIL SHEETS)
II. THE CONTRACTOR SHALL MARK THE LOCATION OF THE PROPOSED WATER MAIN AT
LEAST 48 HOURS PRIOR TO EXCAVATING. EXCAVATION SHALL NOT PROCEED
WITHOUT AUTHORIZATION BY THE ENGINEER.
12. ALL WATER MAINS, HYDRANT BRANCHES, AND SERVICES SHALL HAVE UTiUTY
WARNING TAPE THE TAPE SHALL BE BURIED APPROXIMATELY 2 FEET BELOW
FINISHED G/rADE
13. BACKALL SHALL BE COMPACTED TO 95 PERCENT OF THE STANDARD PROCTOR
DENSITY AS DETERMINED BY ASTM D69B. COMPACTION EQUIPMENT USED MUST BE
SPECIACALL Y DESIGNED FOR COMPACTION. TAMPING WITH THE BACK OF THE
BACK HOE BUCKET IS UNACCEPTABLE COMPACTION.
14. ALL WATER S£!?VlCES SHALL BE f" DIA. COPPER TUBING TYPE K, SOFT TEMPER
CONFORMING TO ASTM B88 UNLESS OTHERWISE NOTED.
IS. DEPRESS WATER MAIN UNDER EXISTING SERVICES AND HYDRANT BRANCHES TO
MAINTAIN 5'-0" OF COVER.
16. ALL WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET HORIZONTALLY FROM
£XISnNG Of? I'ROPOOCO .z.1N1TA/i"Y SClt'CR. OISTANCE SfY1LL fJ£ M£ASU/frO eDGe TO
EDGE
17. IDENTIFY EACH PIPE LENGTH &-FITTING CLEARLY WITH MANUFACTURE'S NAME &:
TRADEMARK. NOMINAL PIPE SIZE &: MATERIAL DESIGNATION.
lB. ALL WATER MAINS &-SERVICE PIPES SHALL BE LAID IN A TRENCH SEPARATE FROM
ANY OTHER U77LITY (GAS, ELECTRIC, TELEPHONE, ETC.) SHALL BE A MINIMUM NO
LESS THAN FIVE (5) FEET FROM ANOTHER UTILITY.
19. ALL MATERIAL SHALL BE IN ACCORDANCE WITH CITY/TOWN WATER RESOURCE
DEPARTMENT "RULES &-REGULATlONS~ ALL WORK TO BE PERFORMED IN
ACCORDANCE WfTH CITY/TOWN WATER RESOURCE DEPARTMENT ·SPECIFICA770NS~
CITY/TOWN WATER RESOURCE DEPARTMENT STANDARDS SHALL TAKE PRECEDENCE
OVER ANY REQUIREMENTS LISTED ABOV£
PERMITTING
R LEVESQUE ASSOCIATES, INC
Land Surveyiug, Site Design,
Landscape ArchItecture, Planning
Environmental Permitting
ph: 413.568.0985 fax: 413.568.098(j
40 S<:hool Street· P.O. Box 640
Westfield, MA 01086
rlaland.com
Joe Tirone &
Ralph Depalma
36 Canterbury Lane
Feeding lIllIs, MA 01030
2
DATE:
UNAUTHORIZED ALTERATION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACllUSElTS STATE LAW
SCALE:
NO SCALE
RLA PROJ. NUMBER: 090506
DRAWING#
·C-2· . .
6.
NOTES
I.) PROPERTY LINES SHOWN HEREON ARE BASED UPON A PlAN
PREPARED BY DL BEAN, INC. FOR RALPH DEPALMA ET AL.
DATED MARCH 21, 2005.
2.) THE PREMISES SHOWN HEREON MAY BE SUBJECT TO RIGHTS
AND EASEMENTS AS CONTAINED IN THE VARIOUS DEEDS OF
RECORD DESCRIBING SAID PREMISES. THE WCA TlON AND
EXTENT OF SAID RIGHTS AND EASEMENTS ARE NOT THE SUBJECT
OF THIS SURVEY.
3.) THE WETlANDS SHOWN HEREON WERE FlAGGED BY R LEVESQUE
ASSOCIATES, INC. IN FALL 2DD9.
4.) SUBSURFACE DRAIN LINE LOCATIONS ARE ASSUMED BASED UPON
SURFACE LOCATIONS AND SHALL BE VERIFIED BY CONTRACTOR.
5.) WETlAND FlAG LOCATIONS, EXCEPT FOR "B" FlAGS, WERE
LOCATED BY R LEVESQUE ASSOCIATES, INC. USING INSTRUMENT
SURVEY DURING THE FALL OF 2009.
6.) WETlAND FlAG LOCATIONS "Bl" THROUGH "BI6" ARE REFERENCED
FROM TIGHE AND BOND DRAWINGS TITLED ''pHASE I SOUTHWEST
AREA SEWER EXTENSION PROJECT" DATED JUNE 2009. WETlAND
FlAG LOCATIONS ARE ACCEPTED AS PREVIOUSLY APPROVED BY
THE AG4WAM CONSERVATION COMMISSION.
7.) UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED
UPON SURFACE FEATURES AS LOCATED BY SURVEY AND
AVAIlABLE RECORD OATA AND ARE APPROXIMATE. ACTUAL
LOCATIONS SHOULD BE VERIFIED WITH THE APPROPRIATE UTILITY
COMPANY AND/OR MUNICIPAL DEPARTMENT PRIOR TO FINAL
DESIGN AND/OR CONSTRUCTION.
8.) THE CONTOUR ELEVATIONS SHOWN HEREON ARE BASED ON A
TOPOGRAPHIC SURVEY PERFORMED BY R LEVESQUE ASSOCIA TES,
INC. IN APRIL 2010 BASED ON AGAWAM VERTICAL DATUM.
9.) LOCATION OF WATER LINE IN SOUTH WESTFIELD STREET TAKEN
FROM A PlAN TITLED "SOUTHWEST AREA SEWER EXTENSION
PROJECT FOR DEPARTMENT OF PUBLIC WORKS" PREPARED BY
TIGHE AND BOND, DATED JUNE, 2009.
10.) CONTRACTOR TO NOTIFY DIG-SAFE A MINIMUM OF 72 HOURS
PRIOR TO THE START OF CONSTRUCTION ACCORDING TO MA
GENERAL lAWS. CONTRACTOR SHALL ALSO NOTIFY LOCAL
UTILITY COMPANIES TO MARK APPLICABLE UTILITIES
BENCHMARKS
TB.M.-I TOP OF HYDRANT SPINDLE LOCATED ON WESTERLY SIDE
OF SOUTH WESTFIELD STREET APPROXIMA TEL Y 590 FEET
SOUTHERL Y OF INTERSECTION WITH PINE STREET.
TB.M. -2
TB.M.-3
0
ELEVA TION -217.22
TOP OF HYDRANT SPINDLE LOCATED ON WESTERLY SIDE
OF SOUTH WESTFIELD STREET APPROXIMATELY 1165 FEET
SOUTHERL Y OF INTERSECTION WITH PINE STREET.
ELEVATION -220.30
TOP OF HYDRANT SPINDLE LOCATEO ON WESTERLY SIDE
OF SOUTH WESTFIELD STREET APPROXIMATELY 1725 FEET
SOUTHERL Y OF INTERSECTION WITH PINE STREET.
ELEVATION -224.86
\
GRAPHIC SCALE .., 60 16. >2. ~ --I I I I
( IN FEET)
1 inoh = 80 ft.
"-.. --
TRIBUTARY TO
PHILO BROOK
NW'ly--21
S£'1y-211.4 fn-20S.90
Out-2OS.88
In-206.64
Out-206.54
16
Ouf-20B.09
• 12" PVC 55
PERMITTING
R LEVESQUE ASSOCIATES, INC
Land Surveying, Site Design,
Landscape Architecture, Planning
Environmental Permitting
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA 01086
rlaland.com
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PREPARED FOR:
Joe Tirone &
Ralph Depalma
36 Canterbury Lane
Feeding Hills, MA 01030
DATE:
5,2012
A. Engineering & Peer Review
B. Engineering & Peer Review
C. Duplex units
UNAUTHORIZED ALTERATION OF
THIS DOCUMENT IS A V lOLA nON
OF MASSACHCSETTS STATE LAW
SCALE:
1" == 80'
RLA PROJ. NUMBER: 090506
DRAWING# •
C-3
NOTES
I.) SITE CONTRACTOR TO REFER TO SHEET C-I, C-2, DETAIL
SHEETS AND REMAINING PLAN SET FOR INFORMATION REGARDING
SITE LA YOUT.
2.) IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS
REFERENCE INFORMATION CONTAINED IN OTHER SHEETS WITH SITE
INFORMATION SHOWN HEREIN.
3.) PRIOR TO SUBMITTING THEIR BID FOR CONSTRUCTtON, 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 RESUL TING FROM SAID DISCREPANCY.
4.) INDfVfDUAL DRIVTWAY PERMITS WILL BE REQUIRED FOR EACH
DRIVEWA Y ALONG SOUTH WESTFIELD STREET. PROPOSED DRfVTWA YS
TO MEET TOWN STANDARDS. SEE CROSS-SECTION ON SHEET 0-8
AND RESIDENTtAL DRfVEWA Y DETAIL ON SHEET 0-5.
5.} ALL SIGN AGE AND PAVEMENT MARKINGS SHOWN ON PLAN SHALL
MEET US. DEPARTMENT OF TRANSFORMATION FEDERAL HIGHWAY
ADMINISTRATtON'S GUIDELINES AS SET FORTH IN THE "MANUAL
ON UN/FORM TRAFFIC DEVICES (MUTCD) FOR STREETS AND HIGHWAYS"
AND TOWN OF AGAWAM DESIGN REQUIREMENTS.
SITE INFORMA TlON
LOT INFORMATION
,,-~NC" ~S(OCNCC -"1-,:7
SITE PIAN INFORM A TlON
ITEM RECUIRED PROVIDED
MINIMIJM LOT AR54 2 ACRES 49.81I ACRES
MINlMIJM ROAD FRDNTAGE ISO.' 1250. 'I
MINlMIJM FRONT YARD SETBACK 40.' 5S0'I
MINlMIJM SIDE YARD SETBACK 40' 50. I 'I
MINIMIJU R54R YARD SETBACK 40' 90.9'±
MAXIMUM BUILDING HEIGHT 2 STDRIES/45, <45'
MA XIMUM BUILDING CDVERAGE 40% 7.2% I
PARKING (2 SPACES PER UNIT) 150. J91'
MINIMUM SPACE BETWEEN BUILDINGS 4D' >40.0'
;t.~":;;:""I"-~~r"7·~ -SF -SF
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;f.f.f.f.f.f.f.jf.f!f.(:::f.f.f.f.;jf.f.f.f.f.f.;:jj?f.f.!f.;:f.f.;f.f.;: /;;: / ~ // '~ft~MF:E 4D:;~1:~/~~EJN;E:Rt~T (2 GARAGE + 2 DRIVEWAY SPACES) ///f.//~;://;/~/ ;//;:;://;:///;:/~;:f.~~f.///j//;:;:// /: /// MAXIMUM DENSITY 8 PER ACRE (J98) ~1.5/ACRE (80)
// / ) i!!ff} ~~«!!f!!ff!!ffJ!ff!;f!!ff!!f!!ff!!fff! p /?/~/~~~~S~~~:::;;:>:~
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/ INRUR / { 'f:!L / /U-..... WAIN EASEMENT TO fF-~-.-y /f.//;:;:/ / ;:///;//;f /
( BASIN II / \ f./// ///// ///f./// // /. '/~"II'"
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SIGN LOCATlo.N &-TYPE TO BE
(W2-IJ) AND STREET
(WI6-,~PI. LOCATION TO
GRAPHIC SCALE
'" 0 2!i!K) tOO 200
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( IN FEET )
1 inch = 50 fL
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4.0'
24'
STREET
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PROPO.5ED COMMUNITY
--x
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1'---
. DRIVE
\ -\ \
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DO NOT
,---'''-< ----
PROPOSEO WILDLIFE
PROPOSED
20' STORIoIWATER
DRAIN EASEAlENT TO
APPROX. L()CA !.IUN IN,!'RSECZ7ON
PERMITTING
R LEVESQL'E ASSOCIATES, INC
Land Surveying, Site Design,
L.ndscape Architecture, Planning
Environmental Permitting
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA 01086
r!aland.com
PREPARED FOR:
Joe Tirone &
Ralph Depalma
36 Canterbury Lane
Feeding Hills, MA 01030
ISSUANCE DATE:
November 5, 2012
REVISIONS: DATE:
A. Engineering & Pl;!er Review 6/28/13
.B. Engineering &
C. Duplex units
D. Duplex units (add. bldg.) 61 1411 R
UNAUTHORIZED ALTERATION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSETTS STATE LAW
SCALE:
1" "" 50'
RLA PROJ. NUMBER: 090506
IJHA\VIN(;# • •
C-4
I
--x
-I ACCESSIBLE -20' x 10'
/
DETENTION BASIN
PROPOSED WfLOUFE
r--
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I --.. -
PROPOSED CAPE
PROPOSEO BlTUI.!INOiIS
-
GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft.
SITE INFORMA T/ON
LOT INFORMATION
ZONE RESIOENCE A-J
SITE puw INFORMA TlON
ITEM REQUIRED PROVIDED
MINIMUM LOT AR£4 2 ACRES 49.81x ACRES
MINIMUM ROAD FRONTAGE ISO' 1250':1:
MINIMUM FRONr YA RO SETBACK 40' 55.0'x
MINIMUM SIDE YARD SETBACK 40' 50. I ':1:
MINIMUM R£4R YARD SETBACK 40' 90.9':1:
MAXIMUM BUILDING HEIGHT 2 STORIES/45 ' <45'
MAXIMUM BUILDING COVERAGE 40% 7.2% X
PARKING (2 SPACES PER UNIT) 160 J91~
MINIMUM SPACE BETWEEN BUILDINGS 40 ' >40.0'
MAXIMUM DENSITY 8 PER ACRE (398) ~1.6/A CRE (80)
~ASSUMES 4 PARKING SPACES PER UNIT (2 GARAGE + 2 DRIVEWAY SPACES)
PLUS THE OESIGNATED PARKING AR£4S
§.-
-
--x
-I ACCESSIBLE -20' x 10'
\ -\ \
\
PERMITTING
R LEVESQUE ASSOCIATES, INC
Land Surveying, Site Design,
Landscape Ar chiteclure, P lanning
Environmental Permitting
ph: 413.568.0985 fax: 413 .568.0986
40 School Street · P.O. Box 640
Westfield, MA 01086
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0 rJ1 ~
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""1'
Joe Tirone &
Ralph Depalm a
36 Canterbnry Lane
Feeding Hills, MA 01030
t DATE:
5,2012
DATE:
A. Engineering & Peer Review 6/2811 3
B. Engineering & Peer Review 9/17113
C. Duplex units 61611 8
D. Duplex units (add. bldg.) 6114118
L")IAUTHORIZED ALTERATION OF
THIS DOCUYrENT IS A VIOLATION
OF MASSACHUSETTS STATE LAW
SCALE:
1" -50'
RLA PROJ. NUMBER: 090506
UUA\vIN(.;#
NOTES
I.) SITE CONTRACTOR TO REFER TO SHEET C-I, C-2, DETAIL
SHEETS AND REMAINING PLAN SET FOR INFORMATION REGARDING
SITE LA YOUT.
2.) IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS
REFERENCE INFORMATION CONTAINED IN OTHER SHEETS WITH SITE
INFORMATION SHOWN HEREIN.
3.) PRIOR TO SUBMlmNG THEIR BID FOR CONSTRUCTION, THE SITE
CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN
THE PROPOSED DESIGN AND SAID SPECIFICATIONS WITH THE
PROJECT PROPONENT AND LANDSCAPE ARCHITECl/ENGINEER.
SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE ANY
DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY
COSTS RESULTING FROM SAID DISCREPANCY.
4.) FOR PROPOSED STRUCTURES DETAILS, SEE DETAIL SHEETS.
5.) PROVIDE SILT SOCK TO CATCH BASIN RIM. TYPICAL.
6.) CONTRACTOR TO PROVIDE SANITARY SEWER CLEAN OUT AT BENDS
IN PIPING AS WELL AS FOR EVERY 100 FEET OF LATERAL.
7.) CONTRACTOR TO CONFIRM EXISTING SANITARY SEWER MAIN IN
ROAD PRIOR TO START OF CONSTRUCTION.
8.} ONCE DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONING, R
LEVESQUE ASSOCIATES, INC. (RLA) WILL CONDUCT POST-
CONSTRUCTION ANALYSIS OF THE DRAINAGE SY.5TEM DURING
ACTUAL STORM EVENTS TO DETERMINE THE FUNCTIONALITY OF
THE INSTALLED DRAINAGE SYSTEM DURING SAID EVENTS. SHOULD
THE DRAINAGE SYSTEM NOT FUNCTION AS DESIGNED UNDER REAL
WORLD CONDITIONS, RLA WILL RECOMMEND ADJUSTMENT TO THE
DRAINAGE SY.5TEM TO BE /M.°LEMENTED BY THE OWNER/SITE
CONTRACTOR.
0 .) ON !7ITC !701L CONDITION:; FOR ALL SUBSURFACe: SroRMWATCff
SY.5TEMS MUST BE EVALUATED AND CONFIRMED BY DESIGN
ENGINEER PRIOR TO CONSTRUCTION.
10.} CONTRACTOR TO PROVIDE CLEAN OUTS AT EACH BEND FOR THE
PROPOSED ROOF DRAIN PIPES.
II.) ALL SIDEWALKS SHALL HAVE A 1% MINIMUM SLOPE.
12.} ALL UNDERGROUND PIPING CONNECTING ROOF LEADERS SHALL
BE 8" DIA. PVC WITH A MINIMUM 1% SLOPE.
BENCHMARKS
T.B.M. -I
T.B.M. -2
T.B.M. -3
TOP OF HYDRANT SPINDLE LOCATED ON WESTERLY SIDE
OF SOUTH WESTFIELD STREET APPROXIMA TEL Y 590 FEET
SOUTHERL Y OF INTERSECTION WITH PINE STREET.
ELEVA TlON 217.22
TOP OF HYDRANT SPINDLE LOCA TED ON WESTERL Y SIDE
OF SOUTH WESTFIELD STREET APPROXIMA TEL Y 1 165 FEET
SOUTHERL Y OF INTERSECTION WITH PINE STREET.
ELEVATION -220.30
TOP OF HYDRANT SPINDLE LOCA TED ON WESTERL Y SIDE
OF SOUTH WESTFIELD STREET APPROXIMATELY 1725 FEET
SOUTHERL Y OF INTERSECTION WITH PINE STREET.
ELEVATION 224.86
--
7!?!FJU!ARY TO
PHiLO BROOK
~. /~~~. / / / /;: /' ~f ' {/,/{){;fj{// \ / //{ ~j/ / / /:/j/{/ //j / / //{ ,;'»/j:/{/j:/~" /; /:{//f/ //~///j/ {/ /:{{j{{;;{ . //j{t/{/{;:{</;ff;j{;j{{;;{f/~~
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\
GRAPHIC SCALE
'" 0 ... .. ...
~----..I -w ! I I
( IN FEET)
1 inch = 60 It.
,';)0 ""~':::":::" \,X~;/f/f{///f/ . ;//{/{/)-./ / ~.' ,,-.·~~'~"'Y£;:f~~f/::/ /{{f//. ({/ /// // /././,/"".'" "". "-... '-', \.... / 'ji.I-: .//~4:;t/' /./ \ ""-.... '-" ._-" ,~ ////// ~// / / .';" /. / '.
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PERMITTING
R LEVESQUE ASSOCIATES, INC
Land Surveying, Site Design,
Landscape Architectnre, Planning
Environmental Permitting
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA 01086
rlaland.com
PR~'PAREn FOR:
Joe Tirone &
Ralph Depalma
36 Canterhury Lane
Feeding Hills, MA 01030
ISSUANCE nAT!::
November 5, 2012
REVISIONS: nATE:
6128113
Review 9/1 7/13
6/14.118
UNAUTHORIZED ALTERATION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSETTS STATE LAW
SCALE:
I" = 80'
RLA PROJ. NUMBER: 090506
C-6
NOTES
1.) SITE CONTRACTOR TO REFER TO SHEET C-I, C-2, DETAIL
SHEETS AND REMAINING PLAN SET FOR INFORM A TlON REGARDING
SITE LA YOUT.
2.) IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS
REFERENCE INFORMATION CONTAINED IN OTHER SHEETS WITH SITE
INFORMATION SHOWN HEREIN.
3.) PRIOR TO SUBMITTING THEIR BID FOR CONSTRUCTION, THE SITE
CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN
THE PROPOSED DESIGN ANO SAID SPECIFICATIONS WITH THE
PROJECT PROPONENT ANO LANDSCAPE ARCHITECl/ENGINEER.
SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE ANY
DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY
COSTS RESUL TlNG FROM SAID DISCREPANCY
4.) FOR PROPOSED STRUCTURES DETAILS, SEE DETAIL SHEETS.
5.) PRO VIDE SILT SOCK TO CA TCH BASIN RIM, TYPICAL.
6.) CONTRACTOR TO PROVIDE SANITARY SEWER CLEAN OUT AT BENDS
IN PIPING AS WELL AS FOR EVERY 100 FEET OF LATERAL.
7.) CONTRACTOR TO CONFIRM EXISTING SANITARY SEWER MAIN IN
ROAD PRIOR TO START OF CONSTRUCTION.
8.) ONCE DRAINAGE SYSTEM IS INS7:ALLED AND FUNCTIONING, R
LEVESQUE ASSOCIA TES, INC. (RLA) WILL CONOUCT POST-
CONSTRUCTION ANALYSIS OF THE DRAINAGE SYSTEM DURING
ACTLIAL STORM EVENTS TO DETERMINE THE FUNCTIONALITY OF
THE INSTALLED DRAINAGE SYSTEM DURING SAID EVENTS. SHOULD
THE DRAINAGE SYSTEM NOT FUNCTION AS DESIGNED UNDER REAL
WORLD CONDITIONS. RLA WILL RECOMMEND ADJUSTMENT TO THE
DRAINAGE SYSTEM TO BE IMPLEMENTED BY THE OWNER/SITE
CONTRACTOR.
9.) ON-SITE SOIL CONDITIONS FOR ALL SUBSURFACE STORMWATER
SYSTEMS MUST BE EVALUATED AND CONFIRMED BY DESIGN
ENGINEER PRIOR TO CONSTRUCTION.
1n) rnhlTl2tJC'Tcv:? Tel PROI/)l)C CL!Z1N OUTS AT CACti BeNO rOlf" me
PROPOSED ROOF DRAIN PIPES.
II.) ALL SIDEWALKS SHALL HA vr A 1% MINIMUM SLOPE.
12.) ALL UNDERGROUND PIPING CONNECTING ROOF LEADERS SHALL
BE 8" DIA. PIIt:: WITH A MINIMUM ,% SLOPE.
13) EMERGENCY OVERFLOW TO BE LINED WITH NORTH AMERICAN GREEN
"SHOREMAX" SCOUR PROTECTION MAT. INS7:ALL PER MANUFACTURERS
GUIDELINES.
BENCHMARKS
T.B.M.-I TOP OF HYDRANT SPINDLE LOCATED ON WESTERLY SIDE
OF SOUTH WESTFIELD STREET APPROXIMATELY 590 FEET
SOUTHERLY OF INTERSECTION WITH PINE STREET.
ELEVATION -21 Z 22
T.B.M.-2 TOP OF HYDRANT SPINDLE LOCATED ON WESTERLY SIDE
OF SOUTH WESTFIELD STREET APPROXIMATELY 1165 FEET
SOUTHERL Y OF INTERSECTION WITH PINE STREET.
T.B.M.-3
ELEVA TlON -22Q.3O
TOP OF HYDRANT SPINDLE LOCATED ON WESTERLY SIDE
OF SOUTH WESTFIELD STREET APPROXIMATELY 1725 FEET
SOUTHERL Y OF INTERSECTION WITH PINE STREET.
EL£VATiON -224.86
. GRAT£)
INV-;"04 .. 77
SUMP-200.77
GRAPHIC SCALE
( IN FEET )
1 inch -~o ft.
RI/,/-213.U
IN-202.47
OUT-202.37
-' -" ---' ~ ..... "'-.. -"
. "----_._--,
.,------~ --....... _ ...... -_·,---,-2 1
MINIMUM Il'
RIP-RAP DEPTH
!NFL-BASIN RIP-RAP DETAIL
NO SCALE:
-'-
14 " ----
Mapie Mc,(Jle
RAIN
-"---"
./
\ I
.-
R LEVESQUE ASSOCIATES, INC
Land Surveying, Site Design,
Landscape Ar~hitecture, Planning
Environmental Permitting
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA 01086
rlaland.com
--'-----
-205
---
/'
/'
/'
/'
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~-, ---
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-"-
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Joe Tirone &
Ralph Depalma
36 Canterbury Lane
Feeding Hills, MA 01030
------
------. -.-""~ ::::::=:::::.:.
~.-----~.~ -.. ---" ~-~-----~-"'')/. , .>
PERMITTING
UNAU'11I0RIZED ALTERATION OF
THIS DOCUMENT IS A VIOLA TION
OF MASSACHUSETTS STATE LAW
SCALEI
1" = 50'
RLA PROJ. NUMBER: 090506
•
DETENTION BASIN RIP-RAP DETAIL
NO SCALE
~,.
~l:_w" -
f/Al(.W END
RAP
-
ORIFlCE-176.50
2-10' ORIF/cE-177.50
24" OUT-175.25
SEDIMENTATION -----
FLRD. END RIP
NOTES
-___ '~NAH' 12
~-
-
I) SITE CONTRACTOR TO REFER TO SHEU C-I, C-2, DUAIL
SHEETS AND REMAINING PLAN SU FOR INFORM A TlON REGARDING
SITE LA YOUT.
2) IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS
REFERENCE INFORMATION CONTAINED IN OTHER SHEUS WITH SITE
INFORMATION SHOWN HEREIN.
3.) PRIOR TO SUBMITTING THEIR BID FOR CONSTRUCTION, THE SITE
CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCiES BETWEEN
THE PROPOSED DESIGN AND SAID SPECIFICA TlONS 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.
4.) FOR PROPOSED STRUCTURES DUAILS, SEE DUAIL SHEETS.
5.} PROVIDE SILT SOCK TO CA TCH 84SIN RIM, TYPICAL.
6,} CONTRACTOR TO PROVIDE SANITARY SEWER CLEAN OUT AT BENDS
IN PIPING AS WELL AS FOR EVERY 100 FEU OF LA TERAL.
7.} CONTRACTOR TO CONFIRM EXISTING SANITARY SEWER MAIN IN
ROAD PRIOR TO START OF CONSTRUCTION.
8.) ON-SITE SOIL CONDITIONS FOR ALL SUBSURFACE STORMWATER
SYSTEMS MUST BE EVALUATED AND CONFIRMED BY DESIGN
ENGINEER PRIOR TO CONSTRUCTION.
SEDIMENTATION
RIM-187.0
1.'1-182.25
OUT-182.17
, , !
i
!
/ !
/ /
! •
,
!
9.) ONCE DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONING, R
LEVESOUE ASSOCIATES, INC. (RLA) WILL CONDUCT POST-
CONSTRUCTION ANALYSIS OF THE DRAINAGE SYSTEM DURING
ACTUAL STORM EVENTS TO DETERMINE THE FUNCTIONALITY OF
THE INSTALLED DRAINAGE SYSTEM DURING SAID EVENTS. SHOULD
THE DRAINAGE SYSTEM NO T FUNCTION AS DESIGNED UNDER REAL
WORLD CONDITIONS, RLA WILL RECOMMEND ADJUSTMENT TO THE
DRAINAGE SYSTEM TO BE IMPLEMENTED BY THE OWNER/SITE
CONTRACTOR.
10.) ALL UNDERGROUND PIPING CONNECTING ROOF LEADERS SHALL
BE 8' DIA. PVC WITH A MINIMUM 1% SLOPE.
II.) CONTRACTOR TO PROVIDE CLEAN OUTS AT EACH BEND FOR THE
PROPOSEO ROOF ORAIN PIPES.
12.) ALL SIDEWALKS SHALL HAVE A 1% MINIMUM SLOPE.
13.) EMERGENCY OVERFLOW TO Bt; LINED WITH NORTH AMERICAN GREEN
'SHOREMAX" SCOUR PROTECTION MAT. INSTALL PER MANUFACTURERS
GUIDELINES.
14.) DETENTION 84SIN TO HAVE A MINIMUM 6" DEPTH OF 1-1/2" TO 2 "
WASHED STONE (w/ FABRIC) ON BOTTOM AND I -FOOT UP SIDE SLOPE.
15.) CONTRACTOR TO DUERMINE DEPTH TO LEDGE (IF PRESENT) PRIOR TO
START OF BASIN CONSTRUCTION AND NOTIFY DESIGN ENGINEER/LANDSCAPE
ARCHITECT OF FINDINGS.
MINIMUM 12'
RIP-RAP DEPTH
f i
/
/
-. ......-.
BENCHMARKS
T:B./J. -/ TOP OF HYDRANT SPINDLE LOCATED ON WESTERL Y SIDE
OF SOUTH WESTFIELD STREET APPROXIMATELY 590 FEET
SOUTHERLY OF INTERSECTION WITH PINE STREET.
ELEVATION 217.22
T.B./J.-2 TOP OF HYDRANT SPINDLE LOCATED ON WESTERLY SIDE
OF SOUTH WESTFIELD STREET APPROXIMATEL Y 1165 FEU
SOUTHERLY OF INTERSECTION WITH PINE STREET.
ELEVATION 220.30
T.B.M.-3 TOP OF HYDRANT SPINDLE LOCATED ON WESTERLY SIDE
OF SOUTH WESTFIELD STREET APPROXIMATEL Y 1125 FEU
SOUTHERLY OF INTERSECTION WITH PINE STREET.
E1EVATION 224.86
x RECT. ORIFICE -181.75
6" UNDERDRAIN-I78.25
15 " OUT-177.0
(12" STD. GRATE)
IN-laJ.89
OUT-18J.79
'" '\ \. 'I> ~, \.
60 0
I • .....1 •
20
!
STD. GRATE)
/86.22
OUT-/86.12
GRAPHIC SCALE .. 'co
I I
( IN FEET )
1 inch -50 ft.
/
MINIMUlI 12'
RIP-RAP DEPTH
RAIN GARDEN #2 RIP-RAP DETAIL
NO SCA LE
8' WIDE BERII
-'~ --
,
200
I
/
ORIFICES-177.25
OUT-175.50
FlA.IIED END
RIP
(12" STD. GRATE)
INV-/78.25
STD. GRA TE)
179.5
PERMITTING
R LEVESQUE ASSOCIATES, INC
J~and Surveying, Site Design,
Landscape Architecture, Planning
Environmental Permitting
ph: 413.568.0985 fax: 413.568.0986
40 School Street · P.O. Box 640
W cstticld, M A 01086
rlaland.com
~ ~ -< Z ...... .-~ ~ = ~ 00
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0 rJJ ~
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00
Joe Tirone &
Ralph Depalma
36 Canterhury Lane
.'eeding Hills, MA 01030
ISSUANCE DATE:
November 5, 2012
REVISIONS: DATE:
A. Engineering & Peer Review 6128/13
B. Engineering & Peer Reyiew 9/17113
C. Duplex units 6114/18
l JNAllTHOJUZEU ALTERATlON OF
THIS DOCUMENT IS A VIOLATlON
OF MASSACHUSETTS STATE LAW
SCALE:
1" = SO'
RLA PROJ. NUMBER: 090506
DRA~I~G# .
C-8
222
220
," = 4"
£XISIII/G GROUNO ,4LONG CENTERLINE
--EXISIII/G GROUNI! 25' W'lY OF CENlERLlNE
---EXlSllIlG GROUNI! 25' Ely OF CENTERUNE
PROPOS[O FINISH GI?AO[ ,4LONG
...I.
I
i ------r-------------j-------I--···············rl · -----t---!---------~---------t----------r-----------t------------r-------r----t-----r-----I----1~···~-f·~V'L-t-------t-------!-------t--t-l--t-----+~r~r---~r---~----t-----t-------t~~~~t=~
1" = 40"
218 2 0 4
I
! I
200
: ..
,
198 ,-........... --"'-""'''''''''--:1-
196
194 --
192
190
188
186
'" '" ~ '" '" '" '" ~ '" '" '" '" ----
9+00 8+50 8+00 7+50
..
I
7+00 6+50
SMH 5+39 31.7'R.
RIM=202,30
8" IN= 193.55
8" OUT=193.45
6+00
GRAPHIC SCALE
c 2C .. eo -~ I I I -( IN FEET )
1 inch'"'" 40 ft,
! ,.
I
,
.J
.-..
5+50 5+00
'" I
. ,.
i
4+50 4+00
PROFILE SCALES
HORIZONTAL 1" = 40'
VERTICAL 1" = 4'
3+50
I
I I
I
I I
I
I
I
I
--
3+00
2 .
2+50
PROP. 4"
MAIN
2+00 1+50
----0
PROPOS£O
20' STORMWATER
ORAIN £ASDI£NT TO
1+00
-t--_
15<£ SHEET C 71
0+50
,.
I
'" I
I
0+00 -0+50
NOTES
1.) CONTRACTOR TO DETERMINE SIZE &< TYPE.
LOCA TlON AND DEPTH OF EXSITING PIPE
PRIOR TO START OF CONSTRUCTION AND
PROVIDE DES/GN ENGINEER WIlli FINDINGS.
2.) TRANSITION SMH TO BE VENTED, lOCA TlON
AND TYPE OF VENT TO BE APPROVED
BY AGAWAM D,P, W. AND TOWN ENGINEER.
N£Jy In-'.106.;'0
S£'1-In-206.72
NWIy Oul-206,58
R-20,OO'l-JUJO'
PERMITTING
R LEVESQUE ASSOClo\TES, INC
Land Surveying, Site Design,
Landscape Architecture, Planning
Environmental Permitting
ph: 413.568.0985 fax: 413.568.0986
40 School Street -P.O. Box 640
Westfield, MA 01086
rlaland.com
PREPARED
Joe Tirone &
Ralph Depalma
36 Canterbury Lane
Feeding Hills, MA 01030
DATE:
. Engineering & Peer Review 6128/13
B. Engineering & Peer Review 9/17/13
C. Duplex units
UNAUTHORIZED ALTERATION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSETTS 8T ATE LAW
SCALE,
I" =: 40'
RLA PROJ. 'lUMBER: 0905M
rUL\\\-ING#
.' 'C-9'
224 tl--=r= ~.= .... ~.~~==:!:: .. = .. = .... = .. =··~=~~:s~'/S~:,~~~~~~iVND~~~~~o:'~~~l~~~~T£~~~~~~'E~RlJML'E~f-=_=_tf-=_ =:_ =_ J-ii=====~===~_=..Lli =_=. _1 .. e I t +-+--...... +1 .. ······· .. ···· .. ·· .. + .. -· .. · .. · + ............... ,j,---: -I---f
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:r= .. =_~~.~_~;~.~~~~~{i~~~~=5~~G~~~~~R~:r:~~~·~~~lA~~t:~:~~~m~T£~~~~~'E~.=~+-_+_-~-~I -_ .. ___ ----~+-,i ---~_-+--_l-'---~-=---~ ~-P-'~Si53·80~7~-.. -.. --_-_ .. l'·==~~;t!:;;;;;~;~K1~2~0;.0~~;~;·~~~0=-t~;;;;:t:;-~---~I~-.. ====ti-.. ----_-_-+ .. ~~~~ .. _+lil .. _-_-_-_-_-~,.....---·--+---+--~~~~.I ~'---J.~~~t ~
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-20 0 40 --..j............' ......... _~ __ ........ " __ ..... _+ __ .... J ... _ + ............ . .. -.. --........ ._._,--+--t\--_ ......... -j--+' ...... -... -I---'+---++-'--1---!-1 --+1 ----tl~~ .. w··--t---_t'--+---t----+---J---c·j-I I, __
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11
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214
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! 1===~I -~==~i===-... ---++----=-_-t~---~-~_-tI--.. !-.. -·~~:~~~~~t-i:-·---~-.. ~:====1i:-.. -... ----=:===:~;i+I ~-.-----,,:=====::====·~ .... ~===~~14-~,~~~p I~--..... _-t~=~ .. ~. <.5 : ~.a'l 5 :"( I --_~\f--.---.-:~===~~
210 1-__ -+, ___ -1-__
i 208 I---~--+" I---+-, --t----iii----t--Iii I i ,,_+_-+i_ ... _ ... -+-_--+ __ -+-___ ~l ~,,,_-+ __ +-' J ./ .. ~"-~L , ---'= -A--I ./ ...-' ! ! 206 "1--+---+ 1.---+'-· .... -1-·-.. -.. +---+" ..... --+--_ .. + l,----+---i!-·----t--.. ---r--.... ~ ~.... L ~ ---I ' . --+-~ 1-1', .j...-/' / " I i ' 206
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200
198 . ff! ·1.... ~~l~~ ........... i .... .~ ........ _1 ... __ 1 .. -.. , ' i -1--.. . , r --.... , -. ··· .... 1--I "Ff' I'-r---J---~--L ; .----jI--+-__I 198 ~! ~~ I I i ~!~ .. ','~~~-+I--+-.. _+ 1-+---+----,' .. -L,' ..... L __ ~"_,.,,_--I,f--~-.. i.,,,.-1,;;---+---i--~iI4--i---+---+--_-I__-_ii--_+_----'I__-~--~--_+_--196 ~ '., ""'<~"~C:i ,I '.. I ';;';-'.~._"'_'''_''_+_--''''-... i :::E' I '-··f· .. ·, . ! L .. --+:I ...... J... ----.. ,:... -~--~----1--~f_--;---t_--.. J-·--tI--·-+'i'---~--... -----~196 ~:;;;;:J---::;;:f4~==~::,,:,;:'3~! ! : Lt) I !, 1 ! l ~ ~~~I -~ ,_ .• ;-,----, i ! -i t--~---~~-+--+---~--41--~I--+i--~-~I--+--+!--+--i--~-194 .,...... -t++-----i-......... j ... i . fiIJP"''''·-!.on. .... ...... -..... 1"... ......... --i : "'-j-' --.t_--~---'----. ..-...... --.. j-... -........ _.j......' i ... --~-... -~,:-----+--+' .................. +---+--... _i--._--194
F= -t...--·· .. i .................... ! ...... ... ...... 25~~I~fpi....'!.::i l.~". .......... ......, ·········· ..... :+r· 1-++-1'-....... t .. . .... --+1[---. --_+!---.. +---.... !--__+-.... II ..,1---.1;.-, --+--.. I -.. J---..... t -I--.... L---+i-·-! ... --+ .. --.-1!I__--!L ...... --+I .. ---~l-.... ---.... -..... --+-.. --I
i I ; , ' j 1 I ,I' i + I' 1 I I 1
192 ~====::~~~-...! 8" Due [t: rfL;i II'A~ ~;'~'I i: =:~~"'i'~" ~·f~~; .. ~ .. ~~~~i :~~ ... =· .. ··f===!!t== .. ·= .... i· ="'==f L,·= .... = ...... = ...... =~f===j .. li~ ..... ·= ... ·= ..... = .. = .... ~'=====I: ==== .... f====~'f=== .. i====?f .. ==· .. =f=====:r-====i==-=f=·= .... = .... ~! ====l-~====l'=====f=====f====~I~====i=====li=====f=====fi =====f=====f' ====]f====i== .. = ...... = .... ~: ==~ 192 190 .... +...... 1 I .... ..... ..! LR 35 .... "'-2::'· c--; ...... ..;,,-"":::::::=t:-----+-. --!---+:---t---+---1---_--+i., __ ................. ~--j--+--~-_+i....... +---.L---+--I II ' i.... I !, i -+---",l----.. -+-----+1-.-+---1 190
. ,,~U" '-..... L...... ...... -l----,,--+----Il----.... 1=.. ......-.. I,I ..... _-+--... L ....I,.. I .......... ,,1 . ' " , i ·· .... 2t4't~~~~~J<;-:~Cff;.-i ......" .. ~ ..... :::: .. =l--.......... ; .......... -+---+ ........... ""--+..,--....... ,.... , ! ~,i -; 1 I i ...... i--... . ........ +-+-........ ·-_+---+-1 ---+'--4--__+--__+;----I---+-: --.-...... ---+I-... -.-r----,...:, --.... i-"'--I
.... ..... --c......~ ~~;£I---.... .. .. _--+ __ +--_L--+-I, -... -~-............ -...,....,;-+... ..~---+-... ·i.... .... • ·-+-~f_-+-.-+--~--+--+_---+--+--~i --+---~--+-__I 188
!, ~ j : ~~' I ~ ! I ( ~! ! Ii! ! I ! 1 i I r==±:1,U~r::::~~~'= i .. t---+--+--+---+-i -"-~-_+--1--+ ~ ... ~......;,-.--1--~'--+----+----l--+---+-... -i--+--+--+--........;..--+---+-----if--+----+----i 188 ==
186 ~~;;~:t:~~ .. ~:~~~.~ .... ~ =f I ... -..............."' .. ----11-----+1.--......, "1 ................. 1 ~il-i~i!-',~ t ---1:----1-·-.......jI~--if_--!f-; ---+! .. ---L--+---+!--~--~----1I--1~i&' 'tl"-if----~--t-!, -·-+----+1 ---........ -t---ll---.. -.. -I I ' .. : 186
c ....... , --+--=-=::==~-. +I--... -... _-_++---------.. ~'. __ ...... -...... ·1· .......... -.. ---........ i ~i~ ..... -·-·--... t-.... ······· .. +---+i .. · .... -+--.... l-.. ······ .... -+--.... -.....,.. ...... -i .. -.-... · .. --I .. ·-...... t~cr-~ i i ---+1 .. ··· !----+----t-.-....... --1,----I-----t--~f---~--+'--I :r I 184 ,....-.. --. .,....--.-----.,--t..... .-, ..... _--.. -r-.... -... _...... i .................. ...... l-' --.-+----+I~-.+---+ .. -... .....--;---1 .. -·.. iQ,~::;"'_+-~--+---+ ...... -.-+_--+__ .. _:_-t_..,.,...-+---+---+--+--+--+--+, ----+---.......;-+&--f-----~--t_--. 184
1--_ .... + ____ ..... ~"l~~ ": f:::: ....... ! ..... ___ .. _ ...... ,. ...__ !--I-... ~-.. -i-'" ~ ~l~ ~ .. -~ ~ ··· .. ·+1 .. __ .. _-+ __ -+1_ .......... + __ !--+-' ~ ~ I i ..I.--4! ..,."i,..::~"'-c",._fi--~----1----1--"' .. ~ ... ~-~e&~: ~~'''''~:'-ir-..... -· ....... --t---i---+_--+---ll---~---h' "-'f,~t--<t-4--~1---~---I
182 1--__ +_. ~~: ~~ t:"'i -_+:-.... -__+---,.....1--· ...... -..... -···-t.. ......-"1 ........ -~~L=~ ~ .. ~ .~_+:._ .... _ ... ==.-~_-= ... -_-_ .. +!_ ... ====~~===--.-.. I-! --+---.. T~~!l---t-.... --.... t "==-";1-: _ ...... _ ... -_ .... ~i~~.!~:-;:C1~ ~:=t====_·"+·_·-_·"'_-_~~!~~'=-==+'I~===~'ll:*,,~~<~' ~~~~";ffi .. :~I :,,~~' ~~I -+! .. _ .. ====~'=====~:_.=-_ -_ --j·+!=====~i_!-------=--=t=====r! =====~=====....;:f::It;"'~~==t=====1!=====~====~-I 182
180~--~--~f-~~--~----4-----+----+--~----4---~-----t---~----+---~----+----+----+----+----+----+----+----+----~---r----r---~----r---~----r_--~----~--~--~----4---~----4---~----~----~--~----r_--_+----+----+----;180
10+50 10+00
RIM)
GRAPHIC SCALE
9+50 9+00 8+50 8+00
+82
--Ie! 0 .... :--0 --"f'f'---1+-
: ~~....'2"r£.../
_ 0 w. m _
~-_ !_!~I iiiiiiiiiiiiiii_!~~~~1
( IN FEET )
1 inch = 40 ft.
7+50 7+00 6+50 6+00
.-----------------~
5+50 5+00
PROFILE SCALES
HORIZONTAL 1" = 40'
VERTICAL 1" = 4'
4+50
• • • • • •
4+00
}
3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+50
PERMITTING
R LEVESQUE ASSOCIATES, INC
Land Surveying, Site Design,
Landscape Architecture, Planning
Environmental Permitting
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA 01086
rlaland.com
PREPARED FOR:
Joe Tirone &
Ralph Depalma
36 Canterbury Lane
Feeding Hills, MA 01030
A .
B.
C.
612811 J
9/17113
6/14/1 8
UNAUTHORIZED ALTERATION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSETTS STATE LAW
J"=40'
RLA PROJ. NUMBER: 090506
IlRA \\'I'''G#
C'-IO
10+50
8" TO 6"
" \
INFlLTR i
BASIN I
I
/ .r -_ .....
10+00 9+50
ISEE SHEET C 81
OOWNSPOUTS TO
roU<WN
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
9+00 8+50 8+00 7+50 7+00
RtM-19U7 A8
8" OUT-I79.00 I
/ / //!"
6+50
---. •
6+00 5+50 5+00 4+50
PROFILE SCALES
HORIZONTAL 1" = 40'
VERTICAL 1" = 4'
4+00 3+50 3+00 2+50
SANITARY
(1% MIN. SLOPE)
8" PI-t' R.L tI 0.5%
2+00 1+50 1+00 0+50
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--f+l--L---t---+I ~=---~
186
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"-" I -"-""Or ! ··--1184
""-1----1
0+00 -0+50
----
PERMITTING
R LEVESQUE ASSOCIATES, INC
Land Surveying, Site Desigu,
Landscape Architecture, Planning
Environmental Permitling
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA 01086
rJaJand.com
IoeTirone &
Ralph Depalma
36 Canterbury Lane
Feeding Hills, MA 01030
ISSUANCE DATE:
November 5, 2012
REVISIONS: DATE:
A. Engineering & Peer Rcviev,.-6/28/13
B. Engineering & Peer Review 9/17113
C. Duplcx units 611 4/18
UNAUTHORIZED AL TERA TION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSETTS STATE LA II'
SCALE:
1" =40'
RLA PROJ. NUMBER: 090506
I)RA \\ I~G #
C-ll
202
1 " r-.-..
2 0 198
1 " ,..----20 0
194
190
188
184
182
180
= 4"
= 40"
--EXISTINC CROI/ND 25' W'l Y OF CCNTERUNE
~ EXISTINC GROIJND 25' Ety OF CENTERLINE
PRO~SFORMSHC~OE~~~NTE~WE~~I--~~----I----t_---(----t·················· -1·PJ~v,·~1 C+X···= ·7'J"<n~-t---··--r-·---···t ---·-1·········--t···-·-~··l~··~--t-··-----i-~----l~·-·j-·--·-r----t--~-r-·-·-i----r-~--·-i.t--······--·······!'·-~---j-······--t-·-·--t_--_t------1'----~--·········~-····---_t-----4~---+_---~-----0-~-----.11.-~-... -.. 1-------~
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11+00 10+50
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WATER SERVICE
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8+00 7+50
73.0 R.
(BACK RIM)
GRAPHIC SCALE
20 '" 00
I I I
( IN FEET )
1 inch = 40 ft.
7+00 6+50
,.,
I
6+00 5+50 5+00
PROFILE SCALES
HORIZONTAL 1" = 40'
VERTICAL 1" = 4'
4+50 4+00
ISEE SHEET c-81
3+50 3+00 2+50 2+00
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22-1/2" of:
11-1/" BENDS
"
1+50 1+00 0+50 0+00 -0+50
PERMITTING
R LEVESQUE ASSOCIATES, INC
Land Surveying, Site Design,
Landscape Architecture, Planning
Environmental Permitting
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA 01086
rlaland.com
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PREPARED
Joe Tirone &
Ralph Depalma
36 Canterbury Lane
Feeding Hills, :\fA 01030
DATE:
November 5, 2012
C Duplex
DATE:
6/28/13
9/17113
6/14118
UNAUTHORIZED ALTERATION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSETTS STATE LAW
SCALE:
1" = 40'
RLA PROJ. NUMBER: 090506
212
210
I .
208
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/
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2001·····················+······ .... + ';1::11· --] i ---.. .: '\ '\ roBE
198 . 1" = 4"
...... ~----2 0 4 196 _ ...... .
1" = 40" .~~.wn.. ~ __ _
194 .... 20 0 40
9+50 9+00
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!
8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00
PROFILE SCALES
HORIZONTAL 1" = 40'
VERTICAL 1" = 4'
194
3+50 3+00 2+50 2+00 1+50 1+00 0-!-50 0+00 -0+50
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NWIy Out-204.95
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
11
(15" STD. GRAIE)
INV·204.77
SUMP-200.77
RlM-209.5
(/5' STD. GRA IE)
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SUMP-203. 63
SUMP-202.01
PERMITTING
R LEVESQUE ASSOCIATES, INC
Land Surve}ing, Site Design,
Landscape Architecture, Plauning
Environmental Permitting
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. BOl[ 640
Westfield, :\1A 01086
rlaland.com
• o
00
~ = o --<
Joe Tirone &
Ralph Depalma
36 Canterbury Lane
Feeding Hills, MA 01030
ISSlJA'ICF. nATE,
November 5, 2012
REVISIO'IS: DATE:
A. Engineering & Peer Review 6/28/13
B. Engineering & Peer Review 9/17/13
UNAUTHORIZED ALTERATION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSETTS STATE LAW
SCALE:
1" =40'
RLA PRo.L NIJ\IBER: 0905JJ6
DRAWING# ..
C-13
&-GROOVE JOINT
PRECAST OPEN-BOTTOM
RaMR 11
CAST IN PLACE OR
GENERAL NOTES
1.) STRUClVRE DESIGNED AND BUILT IN ACCDRDANCE WITH Ac/ 318-99.
"BUILDING CODE REOUIREMENTS FOR STURClVRAL CONCRETE" AND
ASTM C789 OR C8sa
2.) CONCRETE COMPRESSIVE STRENGTH 5, 000 PSI MINIMUM UNLESS
OTHERWISE SPECIRED.
3.) TYPICAL HAUNCH DETAil SHAll BE 8'K8" (MAY VARY,!.
4.) WEEP HOLES IN SECTIONS OPTIONAL.
OPEN-BOTTOM BOX CULVERT DETAIL
NO SCALE
INTERLOCKING CONCRETE
BLOCK WAll
I'-MINUS BROKEN STONE
WITH MIRAR FABRIC
UNDEVElOPED DEVELOPED
.. PORTION OF SITE I PORTION OF SITE ..
WILDLIFE GUIDANCE DEVICE DETAIL
NO SCALE
NOT[S
1.) OPEN-BOTTOM BOX CUL V£RT AND FOOnNG DESIGN TO BE PROVIDED BY
CULVERT MANUFACTURER.
2.) RETAINING WALL/WING WALL DESIGN TO BE PREPARED BY REGISTERED
smUC7URAL ENGINEER.
3.) UNDfRGROUNQ UTlblTlfi! TQ §f 1i'/i!fAbbfQ P!,!Q!, TQ 'N.iiT:,\i,bA TiQ/'!
OF OPEN-BOTTOM BOX CUL V£RT AND FOOTINGS.
GRAPHIC SCALE
20 0 10 20 40 I!IO ~Sril-S-~-~iIIiIIl ~I ___ ~I ~~~~I
( IN FEET)
1 inch -20 ft.
J' HIGH CAST-IN PLACE
RETAINING WALL FOR
LIGHT PENETRATION TO
o·
-c .
SEE NOTE J
TrPICAL SECTION
WWF
\
I
218
1" =
216 0
1" = 214 p!IC---JiM 10 0
212
210
208
206
204
202
200
198
196
194
192
190
0+00
I
4"
20'
!
20
j
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/
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PROPOSED fiNISH GRADE ALONG
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\
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\
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\
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---
CULVERT (8' x 4' H.) @ 4.4%
1+50
PROFILE SCALES
HORIZONTAL 1" = 20'
VERTICAL 1" = 4'
2+00
/
/
/
/
/
i
........
218
216
214
212
1 210
208
206
204
202
200
198
196
194
192
190
'<> 0; ~
2+50 3+00
-..-..&:~ ~ / / '",,\ .. / ( ,
PROPOSED WILOLIFE '-/ / ;('" I
"', ,# /1· "
CAST -IN PLACE RETAINING
TOP WAll: ElEV-201.0j
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LIMIT OF WORK/
SILT FENCE LINE
PRqftOSED "-• '-.
20' !jtDRMWATER'-'-'\
DRAIN.' EASEMENT TO \
\ \ ,
\ \ EXI$r,NG CUL VERT
I
\
R LEVESQUE ASSOCIATES, INC
Land Surveying, Site Design,
Landscape Archi(ecture, Planning
Environmental Permitting
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA 01086
rlaland.com
PREPARED FOR:
Joe Tirone &
Ralph Depalma
36 Canterbury Lane
Feeding Hills, MA 01030
DATE:
6/28113
Peer Review 9/17/13
6114118
UNAUTHORlZED ALTERATION OF
THIS DOCUMENT IS A VIOLA,lON
OF MASSACHUSETTS STATE LAW
SCALE:
AS NOTED
RLA PROJ. NUMBER: 090506
DRAWING#
C-14.
IANDSCAPf f~_,wr;; 'VDSCA,ii£ APPROVED BY ~
ARCHITECT
MULCH PlANTING BfD -___ _
rDAC'rD FIR 6-7' HT.
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GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft.
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,-" ~ .... -"
PERMITTING
R LEVESQUE ASSOCIATES, INC
Land Surveying, Site Design,
Landscape Architecture, Planning
Environmental Permitting
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Wesmeld, MA 01086
rlaland.cnm
Joe Tirone &
Ralph Depalma
36 Canterbury Lane
Feeding Hills, MA 01030
ISSUANCE
A.
B.
e
UNAUTHORIZED ALTERATION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSETTS STATE LAW
SCALE:
I" = 50'
RLA PROJ. NUMBER: 090506
. EASTERN E MEASURES FOR. SOUTH CAPING NOTES • RTALITY AVOIDANG 'ELOPMENT, 497 OXBOW 1)"JEE REPORf ""fforo'1&o R':,°ft/,!!,'uf/PiS' "t::O o'Jim""" BOX TURTL ET. AGAWAM, 2012 FOR AD WESTFlEL~/j~~. 'DATED J~':rlFOR BASINS 2 &-3SPECIFICATIONS. ASSOCt4r. NTiNG REQUIREM UIDANCE DEVICE
BASIN PLA FOR WILDLIFE G 'APING NOTES.
.1) SEE SHEET C-5 0-7 AND 0-8 FOR
4:) SEE SHEETS Ngrfs 'AND DETAILS. / I PLANTINGS,
/ / .t-;/?/ LL'»>F2~ /
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TTOM TO BE ,~~~!~.~u---:l BASIN BO GLAND EROSION
WITH NEW/%;STORA 710N MIX "
CON TROLl' BASINS & /
FOR DETENno:y NEW ENGLAND
MOIST ~~~ANTS, INC. OR I ,
WEn.ANVED EQUIVALENT ' APPRO
; 83
PLANT LIST
KEY
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CK
BN
SR
PC
PS
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AC
PJM
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KL
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19:1:
21:1:
15:1:
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TBD
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TBD
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BOTANICAL NAM~OCTOBER GLORY'
ACER RUBRUM
ACER SACCHARUM
CORNU'S KOUSA GE'
:4 'HERITA ,
BETULA NlGR. LA TA 'iVORY SILK ,
SYRINGA RETICLI 'THUNDERCLOUD PRUNUS CERASIFERA
PINUS STROBUS
ABIES FRASERI
ABIES CONCOLOR
'PJM' RHODODENDRON , ,
ILEX GLABRA 'DENS:VTALIS 'pLUMOSA COMPACTA JUNIPERUS HORIZO
KALMIA LA TlFOLIA 'S 'BL UE CHIP'
UNiPERUS HORIZONTAL!.
J MEDIA HICKSII SEMPERVIRENS TAXUS x PHYLLA CULTVARS BUXUS MICRO
COMMON NAME
RED MAPLE
SUGAR MAPLE
VOU5'A DOGWOOD
'" R BIRCH HERITAGE RIVE.
JAPANESE TREE LILAC
EAF PLUM PURPLE L
NORTHERN WHITE PINE
FRASER FIR
WHITE FIR
PJM RHODODENDRON
INKBERRY ORRA JUNIPER COMPACT AND
MOUNTAIN LAUREL
"E CHIP JUNIPER BLv. YEW
HYBRID UPR:GHT
COMMON BOXWOOD
~:<:~:~~':-: .:
SIZE
2-2.5" CAL.
2-2.5" CAL.
1.5-2" CAL.
2.5-3" CAL.
2-2.5 CAL.
2-2.5" CAL.
6-8' HT.
6-7' HT.
6-7' HT.
18-24" HT.
18-24" HT.
18-24" HT.
24-30" HT.
2.5 QUART
24-30" HT.
18-24" HT.
BE SEEDED ACKSLOPE TO NO BERMS AND g MEADOW MIX, IT~MUPLAND
WITH NA 71~O~j~;~N TIER CO~S~~TI~QUIVALENT STCMX-l, TURAUZED SEED 1.41 NA71VE/NA
FER smlP OPENING IN B~~ BASIN FOR ~~N~~J~gE PURPOSES
c "zzI ~---
/ANDSC/oPE EOC::OJ~PE APPROVED BY
ARCHlTE:CT
MIJLCH PLANTING BED)
(TYPICAL
WmmTnF--________ ~
PACHYSANDRA -___________ ~
~OWDmO~N--__________ _\
ASSORTE:l! PERENNIALS -______ _
SPECIf7£1) BY PLANTINGS TO BE: lANDSCAPE l!Qff; F1)()//QA TI(i/}.CTOR AND I<PPROVED BY
lANDSCAPE ~R TO INSTALlATION. ARCHITE:CT r",'
TYPIC AL FOUNDATION PLANTING
," = 20'
GRAPHIC SCALE 200
OO~~~~~I 20,...! i '~ .
( IN FEET )
1 inch -50 ft.
, ,,: .. "" '". .,."
BERMS AND BACKSLOPE
LOAMED & SEEDED
\
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PERMITTING
VESQUE ASSOCIAT~S, INC
R LE . Site DeSign, Land SurveYI~g, Plamling ArchItecture, Landscape tal Permitting En"irollmen
ph: 413.568.0985 fax: 413.568.0986
PO Box 640 40 School Street· . Oi086
Westfield, MA
rlaland.com
PREPARED FOR:
Joe Tirone &
Ralph Depalma
b ry Lane 36 Canter u A 01030 Feeding Hills, M
• ALTERA nON OF UNAUTIlORIZEDr 'S ~ VIOLATION
THIS DDCUME~ETrs STATE LAW OFMASSACHU
SCALE:
1" == 50'
RLA PROJ. NI:MBER: 090506
NG#
C-16"
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Description MH (12ft pole)
-14ft I )
LLF
N V3 150H LDL 14ft MH (12ft po e
Lumens
0.700 ML #PRM V5 150H LDL
Total Lamp
ML# PRMN
Arrangement
13000
0.700
. Schedule
Label
SINGLE
13000
Luminalfe Qty
Symbol 22
SA
SINGLE *SA 7 SB -L *SB
Min Max
0.0
~~~=F~~~~=C~AkVg~~2.~0~_ Units 0.24 -----.l
. Summary Ca lc Type Pc Calculabon e
Label
Street lIIuminanc
Avg/Min Max/Min
N.A. N.A. o i---
0., 0.0
o.J 0.1 .,." _.
GRAPHIC SCALE i
20 i T~~~
! (INFEET)
-50 tt. 1 inch -
!!
PERMITTING
UE ASSOCIATES, INC
R LEVESQ . Site Design,
Land SurveYI~g, ture Planning Arcllltec '.. a-Landscape tal Permlttm
e Environmen .
ph: 413.568.0985 fax: 413. 568.0986
POBox 640 40 School Stree~A' Oi086 Westfield,
rlaland.com
FOR:
Joe Tirone &
Ralph Depalma
b Lane 36 Canter ury 01030
Feeding Hills, MA
units
DATE:
61281L 3
6/14118
ALTERATION OF UNAUTHOR[7.E~ IS A VIOLATI ON
THIS DOCUME~ETTS ST i\ TE LAW OF MASSACHU
SCALE:
1" -50'
OJ NUMBER: 090506 R\"APR .
, ,
C-17 .
•
t:'"" ~l:WAHW 13 -~WJtWl:Z -
Luminaire Schedule
Symbol Oty
• SA 22
• S8 7
Calculation Summary
Lobel
Stree t
Label Arrangement Total Lamp Lumens
SA SINGLE 13000
58 SINGLE 1.3000
Calc Type Units Avg
Illuminance Fc 0.24-
GRAPHIC SCALE
( IN FEET)
1 inch -50 ft.
LLF Description
0.700 ML #PRMN VJ 150H-LDL 14ft MH (12ft pole)
0.700 ML# PRMN V5 150H LDL 14ft MH (12ft pole)
Max Min Avg/Min Max/Min
2.0 0.0 N.A. N.A.
/
PERMITTING
LEVESQUE ASSOCIATES, I NC
Land Surveying, Site Design,
Landscape Architecture, Plonnlng
Environmental Permitting
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA 01086
r1aIond.com
Joe Tirone &
Ralph Depalma
36 Canterbury Lane
Feeding Hills, MA 01030
DATE:
Review 6128/13
6/14118
UNAUTHORIZED ALTERATION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSETTS STATE LAW
SCALE:
1" = 50'
RLA PROJ. NUMBER: 090506
()R"WI~G#
. C-18
NOTES
I.) SITE CONTRACTOR TO REFER TO SHEET C-I, C-2, DETAIL
SHEETS AND REMAINING PLAN SET FOR INFORMATiON REGARDING
SITE LA YOUT.
2.) IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS
REFERENCE INFORMATION CONTAINED IN OTl-lER SHEETS WITH SITE
INFORMATION SHOWN HEREIN.
3.) PRIOR TO SUBMITTINC Tl-IEiR BID FOR CONSTRUCTiON, THE SITE
CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN
THE PROPOSED DESIGN AND SAID SPECIFICATIONS WITH THE
PROJECT PROPONENT AND LANDSCAPE ARCHITECl/ENGINEER.
SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE ANY
DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY
COSTS RESUL TING FROM SAID DISCREPANCY.
4.) FOR PROPOSED STRUCTURES DETAILS, SEE DETAIL SHEETS
5.)
6.)
PROVIDE SILT SOCK TO CA TCH BASIN RIM, TYPICAL.
CONTRACTOR TO PROVIDE SANITARY SEWER CLEAN OUT AT BENDS
IN PIPING AS WELL AS FOR EVERY 100 FEET OF LATERAL.
7.) CONTRACTOR TO CONFIRM EXISTING SANITARY SEWER MAIN IN
ROAD PRIOR TO START OF CONSTRUCTION.
8.) ONCE DRAINAGE S>'STEM IS INSTALLED AND FUNCTIONING, R
LEVESQUE ASSOCIATES, INC. (RLA) WILL CONDUCT POST-
CONSTRUCTION ANALYSIS OF THE DRAINAGE SYSTEM DURING
ACTUAL STORM EVENTS TO DETERMINE THE FUNCTIONALITY OF
THE INSTALLED DRAINAGE SYSTEM DURING SAID EVENTS SHOULD
THE DRAINAGE SYSTEM NOT nJNCTION AS DESIGNED UNDER REAL
WORLD CONDITIONS, RLA WILL RECOMMEND ADJUSTMENT TO THE
DRAINAGE SYSTEM TO BE IMPLEMENTED BY THE OWNER/SITE
CONTRACTOR.
9.) ON-SITE SOIL CONDITIONS FOR ALL SUBSURFACE STORMWA TER
SYSTEMS MUST BE EVALUATED AND CONFIRMED BY DESIGN
ENGINEER PRIOR TO CONSTRUCTION.
10.) CONTRACTOR TO PROVIDE CLEAN OUTS AT EACH BEND FOR THE
PROPOSED ROOF DRAIN PIPES.
II.) ALL SIDEWALKS SHALL HAVE A 1% MINIMUM SLOPE.
12.) ALL UNDERGROUND PIPING CONNECTING ROOF LEADERS SHALL
BE 8" DIA. PVC WITH A MINIMUM 1% SLOPE.
BENCHMARKS
T.B.M.-I TOP OF HYDRANT SPINDLE LOCA TED ON WESTERL Y SIDE
OF SOUTH WESTFIELD STREET APPROXIMA TEL Y 590 FEET
SOUTHERL Y OF INTERSECTION WITH PINE SmEET.
ELEVATION -217.22
T.B.M. -2
T.B.M.-3
TOP OF HYDRANT SPINDLE LOCATED ON WESTERLY SIDE
OF SOUTH WESTFIELD STREET APPROXIMATELY 1165 FEET
SOUTHERLY OF INTERSECTION WITH PINE SmEET.
ELEVATION 220.30
TOP OF HYDRANT SPINDLE LOCATED ON WESTERLY SIDE
OF SOUTH WESTFIELD STREET APPROXIMATELY 1725 FEET
SOUTHERL Y OF INTERSECTION WITH PINE STREET.
ELEVATION -224.86
PROP05ED SANITARY
5EWER PIJMP 5TATION
PROP05ED
4' (;45 MAIN
~AHW~ -
/ "-I INFIL TR. \ __
\ BASIN #3 J I " ____ /
............ ~ ~,
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INTERMEDIA lE PROPOSED
4" G45 MAIN
07 //({~~fif~ff{ffffffff/~/4 / ~j > ;;f;$1 '\{~;:;1.(;ffffjffffff{/ ffffffjjffj!ff!ff!;;f!fff!ffj!fwffj,/ .35 4 /?_------Wfff!ffffi f /4;/ / /~ r(fffiJ .55 'Yf;:~~;/' ::ffj!ffffffffif!ff!ffffffffff!ff0 ~ /4/
GRAPHIC SCALE
.. 0 i-c----40 ao 14!0 320 1~liiiiiiiiiiiiiii_I~~~~1
( IN FEET)
1 inch = 80 ft.
070 • .(/.f///.j~ \4 /INFILTRAnONI oJ>. ~.t.L /~:a. .j//////{///f//////f///f//~///f///fA. /4 "UC~ ( BASIN I' I ~ {///.j//;///.j///f//f///f///;"/ -iL~::':~. , ~I '----~ -SF -SF -SF _SF -S< -SF d.t~.j{;f;fr:fff~;;;:f.~ft~f;f{j~ ~ /
-' ....... , ~~ -::..;..;. .45 ~ ___ lit l --~:"-'-'S< --SF" __ Sf" -Sf -SF -Sf -Sf-~
l
ss
NEW SEWER &: WArD?
MAIN CONNECTIONS
ss .. ss .. S5 -........ -.............. .
'\
/ I
/ J
// RAIN /
( CARD£N #y '----
8" DIJCTlLE IRON
PROPOSED
~-( -.........
I '\
\ INFIL TRA nON )
'\ BASIN #~/ '---
-----
PROPOSED
4" MAIN
EXIST. SEWER ST/lB/
PERMITTING
N. LEVESQUE ASSOCIATES, INC
Land Snrveying, Site Design,
Landscape Architecture, Planning
Environmental Permitting
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA 01086
rlaland.com
Joe Tirone &
Ralph Depalma
36 Canterbnry Lane
Feeding Hills, MA 01030
C. Duplex units
UNAUTHORIZED ALTERATION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSETTS STATE LAW
SCALE:
1" ""' 80'
RLA PROJ. NUMBER: 090506
OR \\\lING#
. C-19
~\
-
TRAFFIC CIRCLE DETAIL
185.40
., . ,
•
1 "=20'
"
~.----,--
-
185.61
\
• • •
\
INTERSECTION DETAIL
1"-20'
185.91
\
,
• . ' .
I
/
186.54
186.21 186.51
. , . , . < , ,
• . , .-~ ! \
Proposed SonitalY \ J Sewer Pump ~tation ___ --t-" ___
•
186.79
5-tOO ~
187.17
18679
"Iy<:l
•
< • '. ,. .
---
CUL-DE-SAC DETAIL
\
\ I
\
\
I
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\
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\
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\
. \
\ Prop. 20' I prain f-ase>-\
I
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CROSSWALK DETAIL -ENTRANCE DRIVE AT MAILBOX
1" 20'
186.34 .....f~*
186.39
186.49
---x-,.".-
217.67
-····-~-,,·,,·-·-·x---··,· , .
216.35
4, O' x 4,0' MIN,
LEVEL LANDIN G
SOUTH
ACCESSIBLE RAMP NOTE
ACCESSIBLE ROUTE RAMPED SECTIONS NOT TO EXCEED B.O% SLOPE.
CROSS-SLOPE NOT TO EXCEED 2.0% IN ANY DIRECTION. SEE
SHEET D-5 FOR ADDITIONAL ACCESSIBLE RAMP SPECIFICA TIONS.
/
/
.
,"
CROSSWALK DETAIL -EXIT DRIVE NEAR S. WESTFIELD STREET
!" 20'
PERMITTING
R LEVESQUE ASSOCIATES, I~C
Land Surveying, Site Design,
Landscape Architecture, Planning
Environmental Permitting
ph; 413.568.0985 fax; 413.568.0986
40 School Street · P.O. Box 640
Westfield, MA 01086
rlaland.com
Joe Tirone &
Ralph Depalma
36 Canterbnry Lane
Feeding Hills, MA 01030
ISSUANCE DATE:
November 5, 2012
REVISIONS: DATE:
A. Engineering & Peer Review 6/28/13
B. Engineering & Peer Review 9/17/13
C. units 6/14118
UNAUTHORIZED ALTERATION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSETTS STATE LAW
SCALE:
\"=20'
RLA PROJ. N{;MBER: 090506
OR \WDiC# .
C-20
EROSION & SEDIMENTA TlON CONTROL NOTE
THE EROSION/SEDIMENTA TlON MEASURES SHOWN HEREON ARE TO BE
CONSIDERED THE MINIMUM EFFORT REQUIRED, AND SHOULD ACT AS A
GUIDELINE FOR THE ANTICIPA TED EROSION/SEDIMENTA TlON CONTROL
EFFORT NECESSARY TO MAINTAIN CONTROL OVER THE PROJECT SITE.
ACTUAL SITE CONDIT70NS MAY VARY FROM THOSE SHOWN HEREON, AND
THE EROSION/SEDIMENTATION CONTROL EFFORT SHALL BE ADJUSTED IN
RESPONSE. SHOULD THE EROSION CONTROL PLAN NOT BE FOLLOWED AS
THE MINIMUM REQUIREMENT, THE CONTRACTOR SHALL BEAR COMPLETE
AND ULTIMATE RESPONSIBILITY FOR THE SITE-SPECIFIC LAYOUT,
INSTALLA TlON, MAINTENANCE, AND -SHOULD FAILURE OCCUR -
REPARA TlONS TO ANY DAMAGED PRDPERTY. R LEVESQUE ASSOCIATES,
INC. (RLA) RESERVES THE RIGHT TO MAKE REQUIRED ADJUSTMENTS TO
THE EROSION CONTROL PLAN AS SITE CONSTRUCTION EVOLVES AND AS
RLA DEEMS NECESSARY.
GENERAL CONSTRUCTION SEQUENCE
1.) LOCATE AND STAKE BY SURVEY THE LIMITS OF WORK LINES,
CENTERLINES OF PROPOSED ROADWA YS, PROPOSED DRAINAGE
STRUCTURES, SEDIMENTATION BASINS (AS REQUIRED) AND
DETEN TlON BASIN, RAIN GARDENS, ETC. LOCA TlDNS
2.) INSTALL EROSION CONTROLS AS SPECIFIED ON THESE PLANS
AND REVIEW THEM WI TH THE PROJECT ENGINEER, LANDSCAPE
ARCHITECT AND SITE SUPERINTENDENT. SHOULD ADDIT7DNAL
CONTROLS BE DEEMED REQUIRED THEY SHALL BE INSTALLED.
J.) CONSTRUCT ANTI-TRACKING APRONS AS SHOWN ON THESE
PLANS.
4.) REMOVE TREES WITHIN THE ROAD CORRIDOR, DETENTION BASIN
LOCA TlONS AND BUILDING LOCA TlONS TRANSPORTING LOGS AND
BRUSH FROM THE SITE
" 1 r::RIIR ANn c:n IAJP T~_ iJOAD C'ORJ;;JJOOR. DkTfli:NTION 9.A.SIN
. LOCA nONS AND BUILDING LOCATIONS TRANSPORTING STUMPS
FROM THE SITE AND DISPOSING OF THEM IN ACCORDANCE WITH
STA TE AND LOCAL RULES AND REGULA TlONS
6.) CONSTRUCT T/-IE SEDIMENTA TlON BASINS (AS REQUIRED) 'MTH
THE OUTLET TEMPORARILY BLOCKED. ONCE THE BASIN HAS
BEEN STABILIZED AND THE VERTICAL OVERFLOW STANDPIPE
AND FOREBA Y SEDIMENT STUMP AREA A T THE BASIN INLET ARE
IN PLACE, THE OUTLET CAN BE ACTIVA TED
7.) EXCA VA TE FOR THE ROADS AND SIDE SLOPES IN 1000 FOOT
INTERVALS. UPON COMPLETING EACH 500 FOOT INTERVAL, ROAO
SIDE CHANNELS (WITH STONE CHECK DAMS PLACED EVERY 200
FEET) LEADING TO THE SEDIMENT A TlON BASINS SHALL BE
CONSTRUC TED. SHOULD SIGNIFICANT SEDIMEN TA TlON BE
OBSERVED WITHIN THE CHANNEL, SILTA TlON FENCING SHOULD BE
INSTALLED WITHIN THE CHANNEL A T AN INTERVAL OF EVERY 100
FOOT. WA TER BARS SHALL BE UTILIZED TO DIRECT STORM FLOWS
INTO THE CHANNELS AND SHALL BE SPACED AT 200 FOOT INTERVALS
B.) EXCAVATE TO PLAN GRADES THE AREA SHOWN ON PLAN.
STOCKPilE LOAM AT lOGA TlON DESIGNA TEO BY THE ENGINEER OR
LANDSCAPE ARCHITECT. AREAS NOT DESIGNA TED FOR PA VEMENT
TO BE STABILIZED USING HYDROSEEDING AND EROSION CONTROL
BLANKETS IF NECESSARY. GRASS SEED MIXTURES 'MlL BE
DESIGNA TEO BY THE ENGINEER OR LANDSCAPE ARCHITECT.
SUBSTITUTION OF SEED MIXTURE BY THE CONTRACTOR 'MLL NOT
BE ALLOWED 'MTHOUT WRITTEN APPROVAL OF THE ENGINEER OR
LANDSCAPE ARCHITECT. EXCESS SOILS REMOVED AND
STOCKPilE DURING SITE CONSTRUCTION WILL BE STABILIZED WITH
A VEGETA TlVE COVER IF SOilS ARE STOCKPILED FOR MORE THAN
14 DAYS
9.) A T A MINIMUM, ROADWA Y DRAINAGE CHANNELS AND THE
SEDIMENTA TION BASINS SHOULD BE CLEANED EVERY TWO WEEKS OR
AFTER EVERY MAJOR RAIN EVENT
10.) ONCE THE ROADS ARE CONSTRUCTED AND UTiliTIES INSTALLED,
THE ROADS WILL BE PA VED IN BINDER COURSE. ROAD SIDE
CHANNELS 'MLL BE FILLED AND THE TREEBEl T AREA CONSTRUCTED
IN ACCORDANCE 'MTH SPECIFICA TlONS.
NOTE
1.) EXISTING PAVED DRIVEWAY TO BE USED FOR SITE
ACCESS. PA VEMENT CONDIT70N TO BE MONITORED
AND SHALL BE REPLACED BY A PROPER ANTI-
TRACKING APRON SHOULD DRIVEWA Y FAIL TO
PROVIOE ADEQUATE ANTI-TRACKING CAPABILITIES.
GRAPHIC SCALE
( IN FEET)
1 inoh = 80 ft.
MAHW~
I ,,~';~~"~'~:' OF STORM DRAIN & Ir BASIN (TEMP. SEDIMENTAlv", "-
AND GRAVITY PUMP
, , .... ~ ...
,·····-.200 /
.... ~~ .. --..• ",
-
I I
CATCH BASINS AND YARD DRAINS
UNTIL AREAS ARE PAVED AND
I
,~ <\:
SPECIAL NOTE
THE EROSION CONTROL PLAN AS SHOWN WAS CREA TED
PRIOR TO PROJECT CONSTRUCTION. EROSION CONTROL
EFFORTS ARE PART OF A DYNAMIC PROCESS THAT IS
CONTINUALL Y REVISED ACCORDING TO THE DEMANDS OF
ACTUAL SITE CONDIT70NS. CONTRACTOR SHALL REFER
TO THE SWPPP OOCUMENTS FOR PROPFR
IMPLEMENTA TlON AND UPDATING.
PRIOR TO THE START
,:....,t77;'577'?57~51/7f,4'77---....."....j OF PHASE 3 AND/OR 4 OF THE PROJECT, '\. CONTRACTOR/DEVELOPER TO DISCUSS
I ,
"
EXTENT OF WATER MAIN INSTAUATION WITH
I DIVISION
INSTALLATION OF STORM DRAIN TO
CUL-DE-SAC & DETENTION BASIN, GRAVrTY
SEWER, PUMP STATION & SANITARY FORCE
MAIN AND WATER MAIN TO BE LOOPED TO
TRAFFIC CIRCLE. TEMPORARY SEDIMENTATION
TO BE UTlUZED FOR ROOF DRJOJNJ\GE1
PRI TO CONSTRUCTION OF BIORETENTION
,.,,, .. "
PERMITTING
R LEVESQUE ASSOCIATES, INC
Land Surveying, Site Design,
J ,andscape Architecture, Planning
Environmental Permitting
ph: 413,568.0985 fax: 413.568.0986
40 School Street· P.O. Bux 640
Westfield, MA 01086
rlaland.eom
~
0 ~ ~
Zz 0< U~ .... Z~ ~
~ 00 O~ :... .... .... ~ ~Z rJJ. ~< ~~ "0 <00 -~~ ~
~< = ..::d "' .... Z= rIl ~ 5 ~ ~~ ~ -= = ~ ~~ .c: "' = ~~ ~U .... = Q~ ~ \:l..t ~~ rJJ. = 000 r-~ Q\ ~~ "T
Z~
O~
~ 00
0 ~ ~
Joe Tirone &
Ralph Depalma
36 Canterbury Lane
Feeding Hills, MA 01030
UNAUTHORIZED ALTERATION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSETTS STATE LAW
SCALE:
1" = 80'
RLA PROJ. NUMBER: 090506
DRAWING#
C-21'
I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN
ACCORDANCE WITH THE RULES AND REGULA TJONS OF
THE REGISTRY OF DEEDS,
PROFESSIONAL LAND SURVEYOR
GRAPHIC SCALE
"" 0 ~----..
I
80 180 ::120 I~_I~~~I
( IN FEET)
1 inch = 80 ft.
~-
~-,
/ " I \
I \
I \ / Detention I BaSin
\
\
\
"
o
/
(
I
--~
/' " / \
// \
/ Bioretention )
// 8asin
\ ~ _£,7'
OEVELOPED AREA
917,753 sq, ft.
21. 069 acres
--------
-
---..........................
, ---Rain " Garden I
/ " / '-
/-
/ \
/ I
// Rain /
( Garden.-/ ---
SOUTH WE'~S!TfF,"~E~L~D~., ............ ~Si1T~R~~E:~E:IT~_ .... _ ... ~ .......... ~ ..... _~==== /·L ..... /\ ..... -....................... --~~ ....... \
FUTURE EASEMENT TO
TOWN OF AGAWAM FOR
STORM DRAIN
/---! -, , \
I Infiltration I
\ 8asin I
\ -" ---
FUTURE EASEMENT TO
TOWN OF AGA WAM FOR
DRAFT
R LEVESQUE ASSOCIATES, INC
Land Surveying, Site Design,
Land,cape Architectnre, Planning
Environmental Permitting
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA ul086
r!aland.com
FOR:
Joe Tirone &
Ralph Depalma
36 Canterbnry Lane
Feeding HiDs, MA 01030
, 'UANCE DATE:
TBD
REVISIONS: DATE:
A. Duplex lmits 6114118
UNAUTHORIZED ALTERA nON OF
THIS DOCUM'ENT IS A VIOLATION
OF MASSACHUSETTS STATE LAW
SCALE:
1" = 80'
RLA PROJ. NUMBER: 090506
DRAWING#
'C-22 . .
JF===9l ~~~~~~~~~-STANDARD MANHaLE FRAME AND caveR
3D"
DIAMETER
SEE 2027.1 AND 20.2.8. I
TO. INCLUDE ''sEWER'' ---------'1--\--8" MIN. -------ADJUST TO. GRADE WITH NO. LESS
5" MIN.
THAN 6" AND NO. MaRE THAN 12"
OF caNCRETE BRICK MASaNRy.
FRAME TO. BE SET IN A FULL
BED aF MOR TAR.
r 2'-2 3/8" 2'-2 3/8" ~~---=~'-'--~
I
1=--2"
2';....' -=t
10 3/16" 10"
I i<::l----2" ,
10 3/16" 10"
I"
/:
--.--' -----
• A ~ -,
4'-8 3/4"
B~ •
A
,
-;, . ••
,
5' -4" .. I
<I do .,t, • • • • , • ... • ,
','
..
'" L '"
I ". • fILl I II I 1/ "". , ,
• ~ Jll/n /------FLA T SLAB TOP FaR
~-'--'b./\ SHALLaw MANHaLES
.. -1, 5 15/16" .!':'L'-rII~.I====~II~, :', '
,
.', .4 .. . ' ,. LJ , ... ~ U .
. "_4 · . ------SEAL ALL JalNTS WITH APPRaveD
PRE FaRMED BIT. JalNT FILLEfi'
-MINIMUM 0.12 So. IN. aF STEEL
~~~ __ 2'-_8~3/_4_"~~~I~~~1'_-O_"~ I 7 13/16 "
:<' :si , ~
"'''l ,I :0:
"Q:i
!'1~
48 "cf: I " DIA.
PER VERTlCAL FaaT, PLACED ACCORDING
TO. ASTM SPECIACATlaN C 478
~-~-SEE JalNT DETAILS BELOW
,---+-+-------INveRTED ARCH WITH HARD
5' MIN. CLA Y BRICK LAID aN EDGE ~~ ~ ~ [~~~,~~:~j15--~~~-SHELF OF STRUCTURE TO. BE ~ ~ 6" HEADERS LAID FlA T
c:j~ ~, L~L~~ __ ~~ ____ ~ ________ ~-~+-----;;;: "'L L-A BRICK CHIPS aR CRUSHED STaNE
5' MIN. -
_ !--"_·...::C,=1£=:;)!""R:....
j~
1 1/2" MIN j lf [.r MIN. ~ I 1 2" MIN
, 1 -1-1
3 " MIN.]
0.80. aF
PIPE DIA. KaR-"N'-SEAL
DR EQUAL
SECTlON A-A
AND MORTAR
1" CLEAR ALL IN ValD BETWEEN SEAL AND BRICKS
(UP TO. SPRING LINE)
MANHOLE STEP
DRap FRONT DESIGN
CAST IN WALL
CIA. _I
JOINT DETAILS
0.J( DIA.
CHANNEL DEPTH
STANDARD SANITARY MANHOLE DETAIL
NO. SCALE
ALUMINUM MANHaLE
STEP DRap FRaNT
DESIGN CAST IN WALL
SEAL PIPE
I STANDARD MANHOLE FRAME AND
CoveR TO. BE LABELED "DRAIN"
t.r=======i')
~~~
•• ~ BRICKS MA Y BE USED FaR GRADE
ADJUSTMENTS FRAME TO. BE SET IN
FULL BED aF MORTAR
_-MaRTAR ALL JalNTS
...---"!./~: _0.12 SfL IN. STEEL PER VERllCAL
~ FOOT. PLACED ACCOROING TO.
AASHTo DESlGNAllON MI99
1 -#J BAR ARaUND OPENINGS FOR PIPES
18" DIAMETER ANO OVER. I' caVER
-FlaOR OF STRUCTVRE TO.
SECTION A -A
B
,
.8
TOP VIEW
._. ~~_2=-'---,1_3c.'./-=-8_" -<>\<>-'-c+-
SECTION B -B
CATCH BASIN
All CATCH BASIN TOPS ARE
TO 1:)1::: LAID Ll:VEL.
DESIGN NOTES:
1. CONCRETE 4000 P.S.I, , 28 DAYS.
2. REINFORCEMENT, #4 RR BAR
3. MADE TO STATE AND TOWN SPECIFICA TlONS.
4. WEIGHT, APPROX. 1700 LBS.
S. GALVANIZED FRAME AND GRATE
CATCH BASIN TOP AC-TYPE "C"
NO. SCALE (USED W,/llIT. CURB)
NOTES:
SECTION A-A.
"ANHOlES
BIT. CONC.
TOP ~~~.7
TAR PAP'''' ..
PORTLAND CEMENT CONCRETE COL LARS
!'l.T.S
PLAN
SECllON c-c
GATES
1. CONCRETE COLLARS ARE NOT REQUIRED FOR TYPE "C' OR 'Cl" PRECAST CATCH BASINS
2. All STRUCTURES ARE TO BE PLATED BEFORE PLACEMENT OF THE FIRS T COURSE OF
PAVEMENT AND RAISED PROMPTLY AFTERWARDS.
3. ALL RAISED STRUCTURES SHALL HAVE BITUMINOUS CONCRETE "DOUGHNUTS" PLACED
AROUND THEM UNTlL THE FINISH COURSE OF PAVEMENT HAS BEEN COMPLETED.
CONCRETE COLLARS
NO. SCALE
--,
--5" IoIIN.
~ \-1--,
,
f3 BAR
t PRECAST UNIT
1/'l~ ~IN.
CONe.
COURSE
CONNECTloNS~_J:N ______ -_--_-----~~~~J~ BE HEADERS LAID FLA T 1 1/2'" MIN -
~~ +
is Ii:
PRaViDE 'v" aPENINGS
PIPE OPENINGS TO. BE ----'
PRECAST IN RISER SECTlON
BRICK CHIPS AND MORTAR aR CEMENT
CONCRETE CLASS "A' (iF HAND MIXED SEE
LA TEST SPECIACA TlaNS)
--"'--IN veR TED ARCH WI TH
BRICKS LAID ON EDGE
NOTE: FOR DESCRIPTloNS, MATERIALS, AND CoNSTRUCTlaN METHOOS,' SEE LATEST
SPEC/FICA TlaNS AND FOR STORM MANHOLE CO~R DETAIL.
STORM MANHOLE DETAIL
NO. SCALE
,\~
-, • Cl£AR
l ~
JOINT DETAilS
I I
CAST IN PLACE
BASE
BASE DETAilS
\ I
I •
'" . .
TYPE 'A' GRATE../' \ £I . . '-:,
•
\ .'-~~----~.-.--. ------~--,.,--~. ..
<I ,~ LI •
\'---GA
.. , .. /J. : ",'.4 ~_ . 4 ..
L VJNIZED FRAME &-CRA TE
}-CATCH BASIN
I YfJ l "C' CATCH BASIN TOP SHOWN
sJ PLAN
A LL CATCH BASII'~ TOPS ARE
TO BE LAID LEVEL.
REDUCER
RISER
•
• .. ·
-:t·· .. .
• .~
.. 'I
• •
«
,
i
I THE EUMINA TOR
\'":,
< " , . . • · « . ...., .
1 ~ '" ""'G '" m "' :r r..-i----~ MORTARED THEN PARGED _-~
INSIDE AND OUT .r: '
REDUCER
· .
I i .d • • •
\
:. ··1····· ~' ~ -. · · ,
r---i
1
;
"
·
«
-
« •
« •
" S" -I" f--I
i •.
5"---•. f----• f---5" 5"-•.. -
r. . 24" SUMP
r..;,.J. -I~ OR r' SUMP = 4 X PIPE DIA, OR
..
· •
•
· • /
•
· .
.. .
• • · ..
24" SUMP
OR
SUMP -4 X PIPE DIA. OR
· .. "
..
• «
.•. 48" FOR PIPES 18' OR LESS 48" FOR PIPES 18" OR lESS • <. . « «
BASE BASE ., . WHEN REQUIRED BY THE • . ..•.
.• STORMWA T:R MANAGEMENT POLICY 8"-.·: --.: "oq ·--s" 8"-1--+---3' -O"~~--I ... ..
tIQlI;.
!--,~-,--,-~'.:...' '-'-_--'-.--"..~,_'.c..:' .... '-'~''-----'-i CATCH BASIN HOOD SHALL BE "THE
I
EUMINA TaR" aiL &1 FLaA TlNG DEBRIS
TRAP AS MANUFACTVRED BY GROUND
WA lE'R RESCUE, INC., QUINCY, MA. TEL.
617-773-1128. aR APPRaVED EQUAL
•
!--'--------~4' -4'-----_
SECTION B-B BY TOI+N ENGINEER.
STORM WATER CATCH BASIN DETAIL
NO. SCALE (TYPE "C';!
WHEN A CURB
INLET IS INSTALLED.
THE OPENING IS TO.
BE 24 "x27"cf: I "
18" TO. 24' TAPERED
SECTlaN, REINFaRCED
caNCRETE CONCENTRIC UNIT
I' THRU 4' PRECAST
CaNc. UNITS. VARIABLE
I:=--24":tI"
SQUARE aPNG.
30" r ALL JOINTS I '
___ -CA TCH BASIN FRAME
AND GRA TE SEE DETAIL
CEMENT CRaUT
BRICK AS REQUIRED
____ --5" MINIMUM
~ ;~:D;~V"~;:iNCS 1/ fa Of SEAlf3 .L
~~~:::--T
THE ELiMINA TaR t au TSIDE aF PIPE
+2" CLEARANCE
«
WHEN REQUIRED BY THE . ,
STORMWA TER MANAGEMENT POLICY ----. , .. r--~---4' -0" . '" •
. ~ ..
«
5' -?"
SECTION A-A
4'-0.' MIN. SUMP
---48"cf:" DIA.
6" MIN.
--MIN. 0.12 SQ. IN. STEEL
PER VERTlCAL FaOT PLACED
ACCORDING TO AASHTO
PRECAST DESIGNA TlaN MI99
TUB
S" MIN. 1
...l....--_~~~~ NOTE:
CA TCH BASIN HOOD SHALL BE "THE ELiMINA TOR" OIL
&-FLoA TlNG OEBRIS TRAP AS MANUFACTURED BY
GRaUND WA TER RESCUE, INC., QUINCY, MA. TEL.
617-773-1128. aR APPRaveD EQUAL BY Tal+N
ENGINEER. 6" LA YER COMPACTED
3/4" CRUSHED STaNE
STORM WATER CATCH BASIN DETAIL
NO. SCALE
.'
-s"
PERMITTING
R LEVESQUE ASSOCIATES, INC
Land Surveying, Site Design,
Landscape Architecture, Plauning
Environmental Permitting
ph: 413,568.0985 fax: 413,568,0986
40 School Street' P.O. Box 640
Wes!field, MA 01086
. rlaland.com
PREPARED FOR:
Joe Tirone &
Ralph Depalma
36 Canterbury Lane
Feeding Hills, MA 01030
ISSIJA'ICE DATE:
November 5, 2012
REVISIONS:
& Peer Review 6/281 13
UNAUTHORIZED ALTERATION OF
THIS DOCUMENT IS A 'ilOLATION
OF MASSACHUSETTS STATE LA W
SCALE:
NO SCALE
RLA PROJ. NUMBER: 090506
llRAWI'I(;#
. D-l
TRENCH iff 0 TH
PIPE DIA. + 2.0'
UTILITY WARNING TAPE MARKED "WA TER"
.k,.q--'-PREVICUSL Y EXCA VA TEO MA TERIAL
8" MAXIMUM STDNE DIAMETER
-SAND (MHO 1.04.0 (T'fPE 0) DR
GRA vrt BDRRDW (MHO M1.03.0 T'fPE b)
, " ..... ' '. .
" .. '
'.' .. "' ".'.
WATER PIPE
4" SAND (MHO 1.04.0 T'rPE 0) DR
L",--' ---.:c/;~\W'~r---.../t GRA ~L BDRRDW (MHO 1.11.03.0 T'rPE b)
NCTES:
I. CDMPACT ALL BACKFILL MA TERIAL iffTH VlBRA TDRY
PLA TE EQUIPMENT (MINIMUM Tit!? PASSES) TO. A MINIMUM
DENSITY DF 95 PERCENT OF THE STANDARD PRDCTCR
DENSITY AS DETERMINED BY ASTM 0698.
2. PLACE BACKFILL MATERIALS IN MAXIMUM CNE FCDT
LIFTS. .:r. ;iLL /'t7i n:rr t.flV'C"~ Jf11'ii.L DC SLT A MINIMUM or .::;J I'7":C'T
BELOW RNISH GRAOE UNLESS DTHERiffSE NDTED.
TYPICAL WATERMAIN TRENCH SECTION
NO. SCALE
p rr--"--".... ~~---'-n
~_ I
NA TI~ BACKRLL I
IMPERVIOUS MA TERIA L ,---1
• NA TI~ BA CKFILL
. '
'", .
".-.
.. -..
TRENCH PLAN
...... -.. '
......
. '.' ".-
AS
BACKFILL
TO
SUBGRADE
NA TI~ BACKRLL
IMPERVIDUS MA TERIAL
TRENCH PROFILE SECTION
'IMPERVIDUS MA TERIALS SHALL HA ~ A
COEFFICIEN T DF PERMEABILITY NO. T TO.
EXCEED 1x10A-5 CM/SEC
IMPERVIOUS TRENCH DAM DETAIL CD-6)
NO. SCALE
CONCRETE COLLAR
PLACE AROUND VALVE
BOX PRIOR TO FINISH
PAVING. SEE CONC.
COLLAR DETAILS
6" VALVE
MECHANICAL JOINT \
VALVE BOX
I
2'-6"
ASPHALT
CURB
ASPHALT PAVEMENT
SEE DETAIL
, o
I
'"
PLACE 1/2" C. Y.
MIN. WASHED OR
BROKEN STONE
AROUND HYDRANT
DRAIN -..............
HYDRANT
SEE SPEC
'., ".
. '-,. , .. " ,", -,' ,. '. .. '
~~,.. .. ::' ..
.~. .' ."
. :' 8t-----j1~-l !-----...----------,j I 1---/\" .
MEGALUG
NOTE: WHEN HYDRANT IS
ON THE END OF THE '-M,J. HYDRANT TEE
LINE PROPER THRUST
RESTAINT IS
REQUIRED AND IS TO
BE SPECIFED BY THE
DESIGN ENGINEER
AND THE PROPER
RESTRAINT DISTANCE
SHOWN ON THE
PLANS
MEGALUG
6" D.I. NIPPUE
PE x PE
M.J. SHOE W RETAINER GLANDS
FIRE HYDRANT DETAIL (W-l)
NO. SCALE
be "
NOMINAL
PIPE SIZE
,,-
6"
8"
10"
o
F '=t 't:: h ---....J
f I I ~
( ~ E ~ ctl
rb-i 7 §l Ir
~ c..,.-J I -h
I
L...l::fJ
MEGALUG SERIES 1700 TABLE (*)
A B C 0
SERIES PIPE MAX. BELL CASING THRUSTRDD
NUMBER 0.,0, D.D, CLEARED CLEARANCE
I,w/'NUTS CFF)
(QUANTY-SIZE)
tr(H ".00 0.00 9.90 4 -J/"4xIJ
1706 6,90 8.60 12.00 6-3/4xI3
1708 9.05 10.90 14.75 6-3/4xI3
1710 11.10 13. 10 16.20 8-3/4xI8
• SEE MANUFACTURER FDR ADDITIDNAL SPECIACA TlDNS.
NDTE:
THE PRDPDSED WATER MAIN IS TO. UTILIZE A RESTRAINED
JDINT SYSTEM DF THRUST RESTRAINT SUCH AS MEGALUG
(DR DPW APPRDII£D EOUAL).
h
)
\/
SERIES 1700 MEGALUG RESTRAINT HARNESS
NO. SCALE
4" -'--
1"
j
";';;r .... : .. ,.
" ." " :'!-. ,~~
I I '-1/4" ST£<!. REBAR (4)
I"
flr.:t!!"-..---1/4" STEEL REBAR (4)
r---MARKER POST TO HAVE
+---ij!~W CHISELLED MARKINGS AT II J" INT1':RVALS BEGINNING
MIN. 1"
A T BASIN BOTTOM
"'J ~;.;wm-----CLASS 'D' AIR ENTRAINeD
3000 P.s.I. CONCRET1':
I .
5"
SEDIMENTATION MARKER POST
NO. SCALE
• '" ,I
I<)
WATER MAIN
CDNG. BLDCK
'. " 6"
CDNCRETE COLLAR
IN NDN-PA~D
AREAS DNLY
-ADJlJSTABLE
VAL 11£ BOX
GATE VALII£
(MJ x MJ)
NDTE:
I, ALL VAL 11£ BDXES LOCA TEO IN
NON PA 11£0 AREAS SHALL 8E
ENCASED IN MIN. 6" THICK CDNC.
6" ALL AROUND.
2, SET VAL 11£ BOX FLUSH IN PA 11£0
AREAS.
TYPICAL BURIED VALVE
NO SCALE
eJPE:. 8£.S,TRAINT S.CHf:Q../LLE FQf?
fiROUtiP BURIEQ ERt;.SSILRE PIP(S
DESIGN FDRCE
LENGTH OF RESTRAINT REOD (FEET) ON RE~TRA{fr[; REQD KIPS
~ 90' DEAD 8 "-4" 8"-6"
PIPE !! Y4 22Y2 45" BEND TEE END REDUCER REDUCER 45" TEE
NDTE:
3 6 11 27 48 80 57 34 /I 48
(J) ALL GA TE VAL ~S MUST BE RESTAINED,
Q> THIS TABLE IS BASED DN A TEST PRESSURE DF 200 PSI (OPERA TlNG
PRESSURE + WATER HAMMER). FCR OTHER TEST PRESSURES, ALL
VALUES TO. BE INCREASED DR DECREASED PRDPDRTlONALL Y
rJ> IN EACH DIRECTION FRDM PCINT DF DEFLECTlDN EXCEPT FOR TEE
A T WHICH DNL Y THE BRANCH IN THE DIRECTlDN DF THE TEE STEM.
@ IF TIE RODS ARE USED, USE 4 RDDS MINIMUM AND ADO la" TO BAR
DIA AS CORRDSION ALLDWANCE.
® THE TABLE IS BASED CN THE PIPE LA i7NG CDNDITIDNS OF T'fPE 4
TRENCH, BURED DEPTH DF 5' DR MORE AND SOIL TYPE "!vIL ~
THE PRDPDSED WA TER MAIN IS TO. UTILIZE A RESTRAINED JOINT SYSTEM
DF THRUST RESTRAINT SUCH AS MEGALUG (OR DPW APPRDVED EQUAL),
SERIES 1100 MEGALUG RESTRAINT HARNESS
NO. SCALE
WATER MAIN
CDRP. STDP
2'_OU
SERVICE LINE
FINISHED GRADE
5" MIN.
CURB BCX
MAIN
SIDE
CORPORA TlON STOP
WATER MAIN SECTlDN
ADJlJSTABLE
SERVICE BDX
CURB STOP
HOUSE
SIDE
CCNNECT TO. EXISTING
SERVICE. SUPPL Y
AmNGS AS REQUIRED
TYPICAL WATER SERVICE CONNECTION
NO SCALE
''NEENAH'' R-7506 SERIES
FLODR BDX FRAME AND LID,
DR EQUAL W/S.s. CAP SCREW
LID CLOSURE-~
CLASS ':<I" CDNCRETE
81T. CDNG. PA II£MENT
AS SPECIFIED
24" S UARE
"
~
I r 1/2l
6
' •• -.' 12; I
16"
L....--" -";1.L.~1 0-+" -l1' . ~ j CLEAN OUT w/ n-_
SCREW IN PLUGS
VARIES SWEEP
GRASS
-r--=--NOTE: 4" ¢ PVC SEWER PIPE
AND AmNGS TO. BE ASTM
0 -3033 OF 0 -3034
SDR-35
CLEANOUT REQUIRED E~RY 100' OF LATERAL (SANITARY)
TYPICAL CLEANOUT DETAIL
NO SCALE
EXISTING UTILI TY
UNDISTURBED
MATERIAL
Sf:CTlON "A-A"
18" MIN.
LIMITS OF TRENCH
EXCAVATlDN
EXISTING UTILITY
18" IN. MIN.
SCREENED GRA II£L FROM
NEW PIPE
ill1~II=1::---f%~ T'rPICAL ) TRENCH SECTlDN
THIS SHEET
NEW PIPE UNDISTURBED EARTH TO
MID-DIAMETER DF EXISTING T"YB=1C",:4",1 """,,'iEi ... C,-,-TlLloOUW UTILITY -
UTILITY CROSSING DETAIL
NO. SCALE
II
ACCESS PLA TE
UV RESISTANT BOX
IIITH LOCK LID
CHANNELL ENCLOSURE.' ·GRE:E:N"
IWTH HEX LOCKING SYSTEM
z· so' DeNO
4" AIR GAP
L:;~;:~-DECHL.OR BASKET
T 1-~g...~:;:;;::=L..JEl--6" SE~R PIPE CONNE.'CTION
,----------------1
Note: Flush water lines free
of debris before Instal/at Ton
5.5' BURY DEPTH CONTROLLER -....;rtINl
AUTOMATIC DRAIN -+€'> 11--SDR 35 PVC PIPE
O-RING
2" MIP X COMPRESSION
ADAPTER •
• -BY 01HERS
.--1?EBFlfS PLA TE
I" CLEAN ROCK
BRASS FIP INLET
AUTOMATIC FLUSHING DEVICE SHALL HAVE A 2" BRASS FlP INLET, LEADING VERTICALLY INTO A 2"
AUTOMATIC SOLENOID VALlIE. AUTOMATIC SOLENOID VALlIE SHALL HAVE A 150 PSI RATING. EACH UNIT
SHALL BE FURNISHED 'MTH A STAND-ALONE VALlIE CONTROLLER. VALVE CONTROLLER 'MLL NOT
REOUIRE A SECOND HAND-HEW DEVICE FOR PROGRAMMING. CONTROLLER MUST HAIlE MINIMUM OF 12
POSSIBLE FLUSHING CYCLES PER DAY, UP TO 6 HOURS PER FLUSH CYCLE AND SHALL BE SUBMERSIBLE
TO 12 ITET, OPERATE 'M1H 9 VOLT BATTERY (COMPAR1MENT HOLDS TWO BATTERIES) AND HAIlE
RESIN-SEALED ELECTRICAL COMPONENTS. SOLENOID SHALL HAVE NO LOOSE PARTS WHEN RE:MOVED
FROM VALVf. EACH UNIT SHALL HAVf A DOUBLE-VALlIE, ALL BRASS, SAMPLING POINT. REMOVAL OF 2"
SOLENOID VALVE SHALL BE POSSIBLE VIA AN O-RING CONNECTOR LOCATED UNDffi THE VAL 'IE. AF1ER
REMDVAL OF STAINLESS STEEL ACCESS PLA TE. VAL Vf ASSElIBL Y SHALL BE HOUSFD IN A PVC
ENCLOSURE AND EACH UNIT SHALL BE SELF-DRAINING, NON-FRE:E:ZlNG, ALL ABOVf-GROUND
COMPONENTS SHALL BE CONTAINED 'M1HIN A UV··RESISTANT LOCKING COVER, AS MANUFACTURED BY
KUPFERLE FOUNDRY COMPANY. MOD£L#9800 ST. LOUIS, MO. 1-800-2.31-.3990, OR APPROVED [QUAL.
AUTOMATIC FLUSHING DEVICE -MODEL #9800
NO SCALE
WHERE APPLICABLE
PVC PLUG PVC MAIN SnIfR-----I
~,/?"T UP TO
FRDM HOUSE. ~
,/?"T INSIDE 10
FT
PVC BUILDING SEWER
PROPER TY LINE
EXIST GRADE
LDCA TlON STAKE
LONG SWEEP 45' BEND
4' COI-fR
LESS THAN MIN. MUST BE
APf'RDVED BY
CITY ENGINEER
. Wn:
PVC pale-"
PVC BUILDING SEWER
S.ECllQN
NDTES:
I. BUILDING SEWERS SHALL BE 6"¢ EXCEPT AS
DIRECTED BY THE ENGINEER
2. LDCA TlDN AND DEPTHS DF BUILDING SEWERS TO.
BE DETERMINED IN THE RELD BY THE ENGINEER
45·
LONG SWEEP 45' BEND
45· WJf
PVC MAIN SEWER
TYPICAL BUILDING SEWER CONNECTION DETAIL (S-4)
NO. SCALE
PERMITTING
R LEVESQUE ASSOCIATES, INC
Land Surveying, Site Design,
Landscape Architecture, Planning
Environmental Permitting
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA 01086
rlaland.com
Joe Tirone &
Ralph Depalma
36 Canterbury Lane
Feeding HiDs, MA 01030
ISSUANCE DATE:
November 5, 2012 --
DATE:
& Peer Review 6128/13
& Peer Review 9/17/13
UNAUTHORIZED ALTERATION OF
TIDS DOCUMENT IS A VIOLATION
OF MASSACHUSETTS STATE LAW
SCALE:
NO SCALE
RLA PROJ. NUMlIER: 090506
IlRAWING#
12" PVC DUlLET PIPE
5' BERM WIDTH
1"-2" STONE
BUILT-UP BERM 18" MIN.
2' MIN.
TEMPORARY SEDIMENT BASIN
NO SCALE
HDPE TRENCH INSTALLATION DETAIL
NOTES:
1. FOUNDATION: WHERE THE TRENCH BOTIOM IS
UNSTABLE, THE CONTRACTOR SHALL EXCAVATIE
TO A DEPTH REQUIRED BY THE EN GINEER AND
REPLACE WITH A FOUNDATION OF CLASS I OR II
MATIERIAL AS DEFINED IN ASTM D2321, "STANDARD
PRACTICE FOR INSTALLATION OF THERMOPLASTIC
PIPE FOR SEWERS AND OTHER GRAVITY-FLOW
APPLICATIONS," LA TlEST EDITION; AS AN AL TlERNATIVE
AND AT THE DISCRETION OF THE ENGINEER, TH E
TRENCH BOTTOM MAY BE STABILIZED USI NG A
WOVEN GWTEXTILE FABRIC.
GROUNO SURFACE
UNDISTURBED
EARTH
FINAL BACKFILL
2. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I,
II OR III AND INSTALLED AS REQUIRED IN ASTM
D2321 , LA TEST EDITION.
UNLESS OTHERWISE SPECIFIED BY THE ENGINEER,
MINIMUM BEDDING THICKNESS SHALL BE 6" (15Dmm).
3. HAUNCHING AND INI]AL BACKFill' SUITABLE MATERIAL
SHALL BE CLASS I, II OR III AND INSTALLED AS
REQUIRED IN ASTM D2321, LATEST EDITION.
4. UNLESS OTHERWISE SPECIFIED BY THE t:NGIN EER,
MINIMUM TRENC H WIDTHS SHALL BE AS FOLLOWS;
NOMINAl ¢
in (mm)
4 (100)
6 (150)
f,UN RECOMMENDED
TRENCH ~DTH, in (mm)
21 (530)
23 (580)
25 (630)
28 (710)
31 (790)
34 (860)
HOPE PIPE
INITIAL BACKFILL,
6"-1 2" (150-300mm)
ABOVE TOP OF PIPE.
8 (200)
10 (250)
12 (300)
15 (375)
18 (450)
24 (600)
30 (750)
36 (900)
42 (1050)
48 (1200)
60 (1 500)
39 (990)
48 (1220)
66 (1680)
78 (1980)
FDUNOA770N
7N. TRENCH WID TH
HAUNCH lNG, TO
SPRING LINE OF PIPE
BEDDING MATERI AL
83 (2110)
89 (2260)
102 (2590)
TmCAL HOPE TRENCH CROSS->ECTlON
5. MINIMUM COYER: MINIMUM RECOMMENDED DEPTHS OF
COVER FOR VARIOUS LIVE LOADI NG CONDITIONS ARE
SUMMARIZED IN THE FOLLO~NG TABLE. UNLESS
OTHERWISE NOTED, ALL DIMENSIONS ARE TAKEN FROM
THE TOP OF PIPE TO THE GROUND SURFACE.
SURFA CE LIVE
LOADING CONDI]ON
H25 (FLEXIBLE PAVEMENT)
H25 (RIGID PAVEM ENT)
E80 RAILWAY
HEAVY CONSTRUCTION
MINIMUM RECOMMENDED
COVER. in (rom )
12 (300)
12 (300)
24 (610)
48 (1220)
'TOP OF PIPE TO BOTIOM OF BITUMINOUS PAVEMENT SECTION
HDPE TRENCH INSTALLATION DETAIL
NO SCALE
~loIIFI"'O"
SURFACE mEA TMEN T.'
'M
'H
4" PLANT ABLE SOIL ANO SEED OVER
8" COMPACT GRA VEL OR 4" MINIMU
DEPTH OF PAVEMENT MILLING MULe.
PLA CE DIREC lL Y 0 VER GEO TEX77LE
AND CRUSHEO STONE BOX.
'§NED r CRU
S TONE
\
p12. 61; GEO TEX77LE'~
" DIA. \pI2.61;6
PERFORA TED PVC
(PERFORA 770NS
PIPE
UP)
~
J'l=Ilb-'"
SURFACE
TREATMENT
1'i
,
1'i ,
N ..
./"j 'iJ
Ff "'-
Ff "'-..
~ if' ~ :i<
~~ ~ fL --'
VARIES ~FLAREDEND
RAISED DIAMOND
SURF ACE DESIGN
SECTION 8-8
GEOTEXTlLE FABRIC
RIP RAP ENERGY DISSIPA TOR
12" COMPACTED GRAVEL
RIP-RAP STONE 50 LBS MIN.
125 LBS MAX. WIEIGHT AS PER
MASS D.P.W. SPECS. M 2.02.3
_____ FLARED END
~
f)IQl£: THIS IS TYPICAL DETAIL FOR
PIPE OUTlETS TO VARIOUS BASINS.
SEDIMENT SEmlNG AREA
>-------f-8' ----J
t:1
PLAN VIEW
RIP RAP ENERGY
DISSIPATOR
SEE SHEET C-7 &: D-6 FOR ADDITIONAL
REQUIREMENTS FOR OUTlET PIPE TO
LEVEL SPREADER (LS-I)
SECTION A-A
RIP RAP OUTLET ENERGY DISSIPATOR
NO SCALE
~T~;W I'" -:1, ~ llij ll~ffi~
0::
r (.;::::1 r f
< < ~1lP COMPACTED GRANU LAR ? BACKFILL AS APPROVED ,.. rT~ BY THE ENGINEER ""-"J]le vOvO'V'Ov.<.
INITIAL BACKFILL '<')<)A
('
<1<1<1:44 <\
<\ /', ~ <
SPRING LINE OF PIPE
./ HAUNCHING "-(SEE NOTE 3)
BEDDIN G
(SEE NOTE 3) v~v~v V, 'V
CRUSHED STONE FOUNDATION
NOTES:
1. THE INSTALLATION OF PIPE SHALL CONFORM TO THE REQUIREMENTS OF
ASTM STANDARD 0-2321.
2. THE EMBEDMENT MATERIAL SHALL BE 3/4" CRUSHED STONE.
3. USE HAND OR MECHANICAL TAMPING TO COMPACT THE BEDDING AND
HAUNCHING.
4. GEOTlEXTILE TO BE USED WHERE AND AS DIRECTED BY ENGINEER
w > 0 u
li-0
:r: I-
"-w 0
6" ~ <{
C2
I-
D/2 <{
~
I-
Z
D/2 w ~ 0 L.U .-ro
6" ~ w
AS ORDERED BY
THE ENGINEER
SANITARY & STORM SEWER TRENCH SECTION (M-2)
NO SCALE AGAWAM DETAIL M-2
SLOPE I : I MAX.
,
N
~
+
0:: ~ w ~ <{
0
w "--"-
~
N
w I-o
Z
w w
(f)
~
RAISED DIAMOND
SURFACE DESIGN
COVER TO READ "SEWIER"
IN 3" HIGH LETTJERS
I !
26"
(2) PICK HOLES REQUIRED
COVER TO READ "DRAIN"
IN 3" HIGH LETTJERS
II II A
l.~tr------------m~
24" MANHOLE COVER
N.T.S.
202.8.1
COVER TO BE EQUAL TO
"LEBARON L26C2" AS
APPROVED BY THE TOWN
ENGINEER
--
26 1/4"
1
FRAME TO BE EQUAL (AS APPROVED BY THE
TOWN ENGINEER) TO "LEBARON LK 11 0A"
TOTAL WEIGHT OF FRAME & COVER ~ 485 LlBS ~11--1 _~'-----_--I 1;3 r~J" 24"
I 35 1/2' I
SECTION A-A
24" MANHOLE FRAME
N.T.S.
DRAIN MANHOLE FRAME & COVER (D-2)
NO SCALE AGAWAM DETAIL 0 2
(2) PICK HOLES REQUIRED
COVER TO BE EQUAL TO "LEBARON L32C19"
AS APPROVED BY THE TOWN ENGINEER
A A HOPE FLARED END SEC 770N
18" RIP RAP STONE
50 LB MIN/125 LB MAX
STONE WEIGHT
II II II I:J~
COMPACTEO GRA VEL EXTENOS J
UNDER END SEC770N
NDN=WOtffN ef[}J[xlfLf fAf}f?IE
(T'fPAR 130 OR EDUAL)
SIDE SECTION
NOTES:
• <Xl -,
N -
I. FLARED END SEC770N PIPE JOINT SHALL BE
PER PLAN SIMILAR TO THE MAIN RUN OF PIPE JOINTS
NON-WOVEN
HOPE FLARED ENO SEC770N
4 " ",-2---___ ~~~~~
, =
L
I 5" Its-
30" MANHOLE COVER
N.T.S.
202.8.1
FRAME TO BE EQUAL (AS APPROVED BY THE
TOWN ENGINEER) TO "LEBARON LC328"
TOTAL WlEIGHT OF FRAME & COVER = 551 LBS
/1 ~
32"
1 I I
I " 8" w~ , 30" 12m
40'
SECTION A-A 6'-6" fif~~~~~~§l-GEOTEX77LE FABRIC
12" COMPACTEO GRA VEL BASE
18" RIP RAP STONE 50 LBS MIN.
SLOPE---.i
30" MANHOLE FRAME
TYP E 'c'
NOTES.'
I. GEOTEX77LE FABRIC AS OESCRIBED IN SEC770N M9.5o.
2. PIPE SHALL BE SET A T BOTTOM OF TRENCH FOR
IMPERVIOUS BOTTOM.
3. SUBORAIN LOCA TED APPROXIMA TEL Y A T INTERSEC77CN OF
TANGENTS (SEE DWG. <102.1.0)
4. GRA VEL (AND SPECIAL BORROW WHERE REQUIREO) SHALL
INTERSECT CRUSHED STONE FOR SUBORAIN.
SUBDRAIN DETAIL (MHD #E 209.1.0)
NO SCALE
125 LBS MAX. I'£IGHT AS PER
MASS' D.P. W. SPECS. M 2.02.3
FRONT SEC770N
STANDARD RIP RAP APRON
NO SCALE
PER PLAN
PLAN k1FW SANITARY SEWER FRAME & COVER (S-3)
NO SCALE AGAWAM DETAIL S 3
N. T.S.
202.7.1
PERMITTING
R LEVESQUE ASSOCIATES, INC
Land Surveying, Site Design,
Landscape Architecture, Planning
Environmental Permitting
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA 01086
rlaland.com
rJJ.
Z
0 ~ ~ ... -< ~ ~ QO .. U ... ....
00. Q
~ ....;;)< ~ "CI -N~ ~ ~
U 5 ..:ad '"
~ rIl ~ e ~ ~ -~ ~ = ~ rJJ. -= '" ~ ~~ ~ .... ~< = Q ~ rJJ. 00. ~
~ r---~ 0\ ~ ~ -< ~
~
~
Joe Tirone &
Ralph Depalma
36 Canterbury Lane
Feeding HiUs, MA 01030
ISSUANCE DATE:
November 5, 2012
REVISIONS: DATE:
Engineering & Peer Review 6/28113
Engineering & Peer 9/17113
UNAUTHORIZED AL TERA TION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSETIS STA TE LAW
SCALE:
NO SCALE
RLA PROJ. NUMBER, 090506
DRAW11<GII .
D-3
ALK 4" CEMENT CONe. SIDEW
(6" ., DRIVEWAYS) wI 6)(6 #8 WWM MATS
8" PROCESSED GRAVEL
NOTE:
",
5'-0" 5'-0" 1/2 TRAVELLED WAY
SIDEWALK (1/2 PAVEMENT WIDTH)
1.50% 1: 32 0.50% SLOPE _ 1:48 SLOPE
ELECT., TEL.,
& CATV CONOUIT SEE PLAN
30" MI~ COVER FOR LOCATION
SEE PLAN 0
FOR LOCATION HOPE SMOOTH WALL
STORM DRAIN
1/2 TRAVELLED WAY
HMA BERM
MODIFIED TYPE-~
1:48 SLOPE _
SEE PLAN
FOR LOCATION
0
" 8 CLASS 52 01
WATERMAIN
5' MIN. COVER
1.50%
6" LOAM ~O%
I I
30" 1.11 N. COVER
GAS MAIN
e
SEE PLAN
FOR LOCATION
HMA TOP COURSE ~ C.'PE COD BERM, SEE X/OX
;-r2"1~_,._= _
.., =-l ill U lll@ill run
TYPICAL ROADWAY SECTION M ..... CINDE:t( (;OURSE' I " .
BASE 4" DENSE GRADED
N,T.S. 8" GRAVEL SUB BASE CRUSHED STONE BASE
PER MA HIGHWAY -95% MINIMUM DRY DENSITY COMPACTION
BASED ON STANDARD PROCTOR -ALL ROADWAY CONSTRUCTION.
MODIFIED PROCTOR IS USED ONLY NEAR BRIDGE ABUTMENTS & HEAVY DUTY APPLICATION
I 1--PROVIDE EXTENSTION
--13" OF BINDER & GRAVEL
BASE FOR BERM
SUPPORT
TYPICAL ROADWAY SECTION (H-2) [MODIFIED]
NO SCALE
SAWCUT
EXISTIN
PAVEME
G
NT\
r 1/2" BITUMINOUS CONCRETE TOP COURSE
3 1/2" BITUMINOUS CONCRETE BINDER COURSE
PERMANENT
TEMPORARY
JACK HAMMER OR SAWCUT
EDGE FOR TEMP. PAVEMENT
, .
I I
112"-~ROCESSED GRLEL BASE COURSE.
.. COMPACTED IN 6" LIFTS .
(FLOWABLE FILL (FULL DEPTH? MAY BE.
: .... REQ'D BY rw SUPT. . ...
12" MIN. V/,~(~// OR LIMITS OF
DISPLACED
PAVEMENT
COMPACTED IN 12" LI FTS
NOTES:
1. TEMPORARY PAVEMENT OVER TRENCHES IN STREET TO REMAIN
FOR A MINIMUM OF 60 DAYS. TEMPORARY PAVEMENT 3" BINDER
liSA EXI
WCUT
STING
VEMENT PA
COUI=I:SI:;;: I"J O"JG: LlI="T COLD PATel-! Kt-JOWN At;; "QPI=I" MAYQG: US;G:D
WHEN TYPE 1-1 IS UNAVAILABLE.
2. REMOVE TEMPORARY PAVEMENT AND REPLACE 'MTH PERMANENT
PAVEMENT
3. PAVEMENT THICKNESS TO BE 5" MINIMUM. OR GREATER TO MATCH
EXISTING CONDITIONS.
4. WHERE PAVEMENT IS CUT 2'-0" OR LESS FROM EDGE OF ROAD.
REPAVING TO EXTEND TO EDGE OF ROAD.
5. EDGE OF EXISTING PAVEMENT SHALL BE TREATED WITH A TACK
COAT PRIOR TO PLACEMENT OF THE PERMANENT PATCH.
6. EXCEPT AS OTHERWISE DIRECTIED BY THE D.P.W. SUPT., THE EDGE
OF PAVEMENT ADJACENT TO PATCH SHALL BE HEATED 'MTH
INFRARED EQUIPMENT TO SEAL THE JOINTS.
MINIMUM THICKNESS FOR PAVEMENT
HOT MIX ASPHALT GRAVEL BASE & GRAVEL SUB-BASE
TYPE OF SURFACE BINDER BASE (iNCHES) DENSE SUB-BASE (INCHES) STREET BASE COURSE COURSE (INCHES) GRADED CRUSHED (1.1 1.03.0 TYPE B, }"
(iNCHES) (INCHES) STONE (M 201.7) MAX.)
PLACE 1.5" 3.0" NA 4.0" 8.0"
LANE 1.5" 3.0" NA 4.0" B.O"
SUBCOLLECTOR 1.5" 2.0" },O" 4.0" 8.0"
COLLECTOR 1.5" 2.0" 4.0" 4.0" 100"
NOTE: THE ABOVE THICKNESS DO NOT APPLY TO INDUSTRIAL PARK ROADS
1. THE MATIERIAL TO BE USED FOR THE GRAVEL BASE (THE 4" OF MATERIAL DIRECTLY UNDER THE BINDER COURSE OF PAVING)
IS TO BE DENSE GRADED CRUSHED STONE (NOT PROCESSED GRAVEL OR OTHER NATURAL STONE PRODUCT, MHD
SPECIFICATION M2.01.7, WHICH MUST BE MET, STATES THAT COARSE AGGREGATIE (#4 SIEVE AND LARGER) MUST BE CRUSHER
RUN.
2. THE LINE. GRADE AND COMPACTION OF THE GRAVEL SUB-BASE (THE 8" LAYER OF GRAVEL BORROW DIRECTLY UNDER THE
DENSE GRADED CRUSHED STONE) MUST BE APPROVED BY ~NGINEERING BEFORE THE 4" LAYER OF DENSE GRADED CRUSHED
STONE IS PLACED. IT IS IMPORTANT THAT ENOUGH TIME IS ALLOWED IN THE CONSTRUCTION SCHEDULE SO THAT FIELD
DENSITY TESTS CAN BE MADE.
3. GRAVEL SAMPLES FOR THE SUB-BASE AND BASE WILL BE TAKEN BY THE ENGINEERING DIVISION FOR T1ESTING. THE SAMPLE
MUST MEET ITS RESPECTIVE MHD SPECIFICATION AND BE APPROVED BY THE TOWN ENGINEER BEFORE ANY OF THE GRAVEL
CAN BE SPREAD ON-SITE. THE TOWN ENGINEER OR THEIR AGENT ARE SOLELY RESPONSIBLE FOR CHAIN OF CUSTODY OF ALL
SAMPLES; ANY TESTING PERFORMED OUTSIDE OF THE TOWN CHAIN OF CUSTODY WILL NOT BE ACCEPTED.
4. FIELD DENSITY TESTING IS TO BE MADE ON BOTH THE GRAVEL SUB-BASE AND GRAVEL BASE SEPARATELY. THE GRAVEL
SUB-BASE IS TO BE TESTED BEFORE THE GRAVEL BASE WILL BE ALLOWED TO BE PLACED.
5. WHEN THE GRAVEL FOR THE SUB-BASE AND BASE IS SPREAD OUT. IT IS TO BE SPREAD INTO THE SITIE STARTING AT THE
SITE'S ENTRANCE AND WORKING INWARDS.
6. THE BINDER COURSE OF PA~NG CANNOT BE LAID UNTIL THE ENGINEERING DI~SION HAS APPROVED THE GRADE FOR THE
ROADWAY AND THE COMPACTION OF THE GRAVEL BASE.
7. PRIOR TO INSTALLING THE CURB, THE DEVELOPER SHALL HAVE THE LINES OF THE PROPOSED CURBING LAID OUT WITH RED
PAINT OR OTHER MARKING AND THEN NOTIFY ENGINEERING THAT MARKING IS READY FOR INSPEC1l0N. AFTER INSPECTION,
ENGINEERING WILL NOllFY THE DEVELOPER THAT CURBING IS EITHER READY FOR LA'!1NG OR CORRECTIONS MUST BE MADE TO
THE MARKINGS. IN THE LATTIER CASE, THE DEVELOPER MUST MAKE THE CORRECTIONS PRIOR TO APPROVAL AND
INSTALLATION. TACK COAT IS REQUIRED BEFORE PLACEMENT OF HMA BERMS.
8. PRIOR TO LA'!1NG THE TOP COURSE OF PAVEMENT, AND AFTER THE CURB IS INSTALLED, THE PAVEMENT MUST BE FLOODED
SO THAT ENGINEERING CAN OBSERVE AND SURVEY THE GRADES OF BINDER COURSE TO DETIECT ANY DISCREPANCIES IN
GRADE. THIS INFORMATION MUST BE FURNISHED TO THE PA~NG SUBCONTRACTOR BY THE DEVELOPER SO THAT ANY
NECESSARY SHIMMING OF THE PAVEMENT CAN BE MADE. ENGINEERING WILL CHECK SHIMS.
9, AS NOTED IN THE SUBDIVISION REGULATIONS AND STANDARD PERFORMANCE AGREEMENT, THE PRESENCE OF AN INSPECTOR
WILL NOT RELIEVE THE DEVELOPER OF HIS OBLIGATIONS TO PROVIDE A SATISFACTORY INSTALLA1l0N OF ALL FACILITIES WHICH
ARE A PART OF THE SUBDI~SION,
5' OC PERMANENT PAVEMENT REPLACEMENT PLAN 10. TACK COAT WILL BE REQUIRED TO BE APPLIED AT A RATIE OF 1/20 GAL!SY WHENEVER PLACING HMA OVER EXISTING
PAVEMENT. OTHERWISE THE TACK COAT SHALL BE AS SPECIFIED IN SECTION 460.62 OF THE MHO STANDARD SPECIFICATIONS.
NOTES:
-
FILTER
FABRIC
GROUND
10'MINIMUM FROM TOE OF SLOPE
-FILlER FABRIC _______________ 'I
~
COMPACT TRENCH \
IFLO\l\7> \
..•. '.'~" ••. ".'.' .•.•• " •.. <II-II UNDISlURBED-----. . ............. ~
GROUND EMBED ~ -----1 6" flAP
SECTION A-A
f--:z: w :::E o w m
2i HARDWOOD u
STAKE De
m "'" lL.
'U:,
COMPACT
TRENCH
1. SIL T FENCE IS TO BE INSTALLED BEFORE ANY LAND DISTURBING AC77VA TES START
A T THE CONSTRUC770N SITE -OR-AS DIRECTED IN THE SITE's EROSION AND
SEDIMENTA 770N PLAN.
2. INSPECT SIL T FENCE ON W£EKL Y BASIS AND AFTER EACH RAIN ANY
DETERIORATED/DAMAGED SILT FENCE MUST BE REPLACED IMMEDIATELY.
3. REMOVE SILT FROM FENCE AS NEEDED -OR-WHEN THE SILT HAS ACCUMULA TED
TO HALF THE ORIGINAL HEIGHT OF THE FENCE.
4, WHEN JOINING TWO SEC770NS OF FENCE, ROLL THE END STAKES TOGETHER SUCH
THA T THERE IS NO GAP IN THE FENCE, OVERLAPPING FENCE SEC770NS IS NOT AN
ACCEPTABLE AL TERNA 77VE
SILT FENCE
NO SCALE
WORK AREA
RUNOFF
0>
I
IN SWALES OR AREAS OF -----.l
CONCENTRATED RUNOFF ADD
COMPOST/WOOD-CHIP MIX
OR PEASTONE ON UPSLOPE
SIDE
(
12" DIA FILTER SOCK BY FILTREXX.(OR EQUAL)
INSTALL PER MANUFACllURER'S SPECIFICATIONS
~ FABRIC MESH TUBE
WOOD-CHIP &
COMPOST MIX
PROTECTED AREA
EX/snNG GRAI:JE-
SOCKS MAY BE STACKED TO
FORM SEDIMENT BASINS OR
CHECK DAMS
TYPICAL FUER SOCK INSTALLATION
SEDIMENT BARRIER ALTERNATIVE -FILTER SOCK
NO SCALE
STAKED HA Y-~
BALES
BOTTOM OF SWALE
2'-0"
FLOW
4" EMBEDMENT (MIN.)
5EClIQN "A A"
2'-0·
J:!!2K;,
POIN T "B" SHOULD BE
HIGHER THAN POINT ':4'
~A
F--STAKED HAY BALES
" A"
ElEVA liON
BOTTOM OF SWALE
WOODEN STAKE
1 1/2" X 1/2' MIN.
HAY BALE CHECK DAM X-SECTION
NO SCALE
NO SCALE
2 EACH
OUMP STRAPS
I ~
f
;
i 1.
DUMP STRAP--~::'-
1" (25 mm) RE.BAI'? --,,----------"'~.__.o_-~ __
FOR BAG REMOVAL
FROM INLET
SIL lSA CK-----'"
--EXPANSION RESTRAINT
[1/4" (6 mm) NYLON ROPE,
2" (51 mm) FLA T WASHERS]
•
"
-, ~-.,
-,
,.
•
. .. . ~ ..
., .
• • • .-
'A
d·
INLET PROTECTION, SEDIMENT FILTER SACK
NOTES:
CA TCH BASIN OR
MANHOLE
HAY BALE
INSTALL FlL TER FABRIC
UNDER GRA T£. MIN.
4" OVERLAP
WOOD STAKE
1. INSTALL BARRIER AT EACH CATCH BASIN AND DRAINACE BASIN.
CATCH BASINS IN PAVEMENT AREAS ARE TO RECEIVE ONLY THE
FIL TER FABRIC TREA &ENT.
2. TWO (2) WOOD STAKES MINIMUM PER HA YBAL£. STEEL DOWELS
SHALL BE U77L1ZED WHERE WOOD STAKES CAN NOR BE DRIVEN
INTO GROUND
STORM INLET PROTECTION DETAIL
NO SCALE
NO SCALE
STAPLE OR PIN BLANKET IN ACCORDANCE
WITH MANUFACTURERS SPEC/FICA 770NS
ANCHOR BLANKET IN A TRENCH
ALONG THE TOP OF SLOPE
BACKFILL & COMPACT
PREPARE SLOPE BEFORE
APPL YlNG SLOPE PROTEC770N
MA TERIAL: 4" LOAM BORROW &
HYDROSEED
EROSION CONTROL FABRIC EQUAL TO ---~,.~ ...... , ............. ". "._-, .. _, .................. " ....
NORTH AMERICAN GREEN SC150 OR
S150 AS SPECIFIED ON PLAN SHEETS
OR OTHERWISE DIRECTED BY ENCINEER/
LANDSCAPE ARCHITECT
2.5 (MAX.)
SLOPE PROTECTION MATERIAL INSTALLATION
NO SCALE
STREET DESIGN STANDARDS
TYPE OF STREET RIGHT OF WAY WIDTH PAVEMENT WIDTH
(FEET) (FEET)
PLACE 46 26
LANE 50 30
SUBCOLLECTOR 60 36
COLLECTOR 66 40
STREET STANDARDS
NO SCALE
I
SECT/ON A-A I--
-I
-I
I
:::. => I :::. z :::. I u-, n
I
I
-
-I
-I
-
NOTES' I
1. EACH SITE ENTRANCE IS TO HA VE A TEMPORARY CONSTRUC77ON ENTRANCE.
2, STONE IS TO BE 1-3/4" TO 3" ANGULAR CRUSHED STONE.
3. ANY SEDIMENT TRACKED INTO THE ROADWAY NEEDS TO BE CLEANED IMEAD£lTLY.
4. ADD1770NAL STONE IS TO BE ADDED TO THE PAD AS NEEDED TO MAINTAIN THE
ORIGINAL DEPTH.
5. ANY SIDEWALK DAMAGED DURIAIG CONSTRUC770N MUST BE REPLACED AT THE
CONTRACTORS/DEVELOPERS EXPENSE.
6. SIDEWALK MUST REMAIN PASSABLE, IF THE SIDEWALK BECOMES UNSAFE OR
IMPASSABLE, A TEMPORARY SIDEWALK/ SIDEWALK DETOUR MUST BE PROVIDED.
TEMPORARY CONSTRUCTION ENTRANCE
NO SCALE -AGAWAM DETAIL ES-1
PERMITTING
R LEVESQUE ASSOCIATES, INC
Land Surveying, Site Design,
!.andscape Architecture, Planning
Environmental Permitting
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA 01086
rlaland.com
PREPARED FOR:
Joe Tirone &
Ralph Depalma
36 Canterhury Lane
Feeding Hills, MA 01030
ISSUANCE DATE:
November 5, 2012
DATE:
Engineering & Peer Review 6128113
UNAUTHORIZED AL TERA nON OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSETTS STATE LAW
SCALE:
NO SCALE
RLA PROJ. NillffiER: 090506
DRAWING# ..
D-4
/--3/8" HAND TROWELED EXPANSION JOINT
/ W/ COMPRESSIBLE FILLER &: SEALANT
~/
MIN. SLOPE ----i 1/4~'1'-0" / ~
SCOt?E JOIN T. t" DEEP
SPACE AS INDICA TED ON PLANS
GUTTER LINE
NOTE:
lHE GRANITE CURBING SHALL BE INSTALLW AS
SPECIFIED IN AGAWAM DETAIL H-4. HMA TOP COURSE-I
\ ,j 6'
6 1 2" ! .. -'
HMA BINDER \ \ REV~AL '--, .. /,
, . ... -," -, ' . -" . -'. :' .,
4" GRAVEL BASE "
7"
[-
V
S
TYPE v.9
VER7ICAL GRANITE CURB
HEIGHT VARIES 15" -17"
CEMENT CONCRETE
NOTES:
1. ALL SIDEWALK SLOPES ARE MAXIMUMS, TREE BELT SLOPE IS TO BE MAINTAINED TO THE
BEST EXTENT PRAC7ICABLE.
2. ALL SIDEWALKS ARE TO BE CONSTRUCTED TO THE SAME SPECIFlCA7I0N FOUND IN MHO
SUPPLEMENTAL SPECIFICA 7IONS TO THE 1988 STANDARD SPECIFICA 710NS FOR HIGHWifyS
AND BRIDGES ENGLISH UNITS JUNE 6: 20Qti. SECllONS 701.00 TO 701.61 INCLUSIVE, AS
AMENDED -UNLESS OTHERI14SE SPECIFIED.
3. ALL SIDEWALKS ARE TO BE 4000 PSI (28 DA0I PORTLAND CEMENT CONCRETE; 6%:1:1% AIR
ENTRAINW.
4. CURBING TO BE VER7ICAL GRANITE CURB -OR-CAST IN PLACE PORTLAND CEMENT
CONCRETE IF SUBMITTED TO AND APPROVED BY DPW. SCORE LINES @ 5'_0" INTERVALS 1 / 1,/,,"
~====;:::.--.~~ ___ ."..,..~~~ __ .} --NON DIREC7IONAL
4" OR 6"@DRIVEWAY' '~X ,"'X-, ''',X ': *,~_. / •• _"_, X~~. ;\(., SOFT BRISTLE BROOM FINISH 8" GRAVEL ISOMETRIC I1EW
:. :.:' .,:. .....
SUBBASE j--12 .. .....:.
6. WHEN THE SIDEWALK IS INSTALLED ON A CURVE, THE 5'_0" SCORE LINE INTERVAL IS
MEASURE ON ALONG THE INSIDE THE CURVE.
CONCRETE
6x6 W2.9xW2.9 WWF;
-' 2" CLEAR FROM BOTTOM
8" --2" PROCESSED GRA I£L
6" COMPACTED GRA VEL BASE
CONCRETE SIDEWALK
NO SCALE
TOP I4EW
r-JoCI 7 q d*1
/ FRONT I4EW
GUTTER LlNE--.!
SIDE I4EW
PROCEDURE DESCRIBED HEREIN IS APPLICABLE ONL Y IF CURB IS TO BE SET AFTER
BASE AND/OR BINDER COURSE ARE IN PLACE OlHERI14SE CEMENT CONCRETE I14LL
BE ELiMINA TEO AND GRA VEL fWLL BE BROUGHT UP TO lHE BOTTOM OF THE
BASE COURSE FOR DESCRIP7ION, MATERIALS AND CONSTRUC7ION MElHOOS, SEE SPECIFlCA7I0NS
NOTES:
1. CUT NEA T LINE 6" FROM CURB LINE AND REMOVE BINDER, BASE
AND STONE,
AND REPLACE I14TH CEMENT CONCRETE.
2. ACCEPTABLE CEMENT CONCRETE IS ANY CLASS UNDER SEC7ION M4
OF lHE 1988
MHO STANDARD SPECIFICA llONS: ALL TEST REQUIREMENTS ARE
WAIi'!:O. HMA IS
NOT AN ACCEPTABLE SUBS7ITUTE
10. TOOL ALL JOINTS AND EDGES
11. WHEN TRANSI7IONING FROM VERllCAL GRANITE CURB TO MOOIFIED TYPE 2 BERM A 4 FT
GRANITE TRANSI7ION IS REQUIRED. ATTEMP7ING TO BLEND THE MODIFIED TYPE 2 BERM TO
THE GRANITE CURBING, OR FIELD CUTllNG A GRANITE TRANSI7ION ARE NOT AN
ACCEPTABLE ALTERNAllVE.
12. SIDEWALK IS TO BE POURED IN ALTERNA7ING 20' LENGTHS TO ACCOUNT FOR PANEL
CONTRAC7ION DURING DRYING.
13. INSTALL 1/2" THICK PREFORMED EXPANSION JOINT FILLER (M.9.14,0) AT 20' INTERVALS
14. BROOM FINISH SIDEWALK OPPOSITE TO THE DIREC7ION OF TRA VEL
15. SIDEWALK IS REQUIRED TO BE COVERED I14lH PLAS7IC AND KEPT MOIST FOR MINIMUM OF
72 HOURS AFTER IT HAS SET-UP.
16, DETECTABLE WARNING PANEL ARE TO COMPL Y I14lH ADA 429.2
17. DETECTABLE WARNING PANEL TO BE CAST IN PLACE DETECTABLE WARNING PANEL,
24"X60: FEDERAL >£LLOW, lTEM#: 24601DPAD2Y. MFO, BY: ADA SOLU7IONS INC., 1
SURVEY CIRCLE, 2ND FLR, N. BILLERICA, MA 01862, Www.ADA7ILECOM -OR-APPROVED
EQUAL
18. SIDEWALKS ARE TO BE INSTALLW lHROUGH DRII-fWA r.s: SIDEWALK FINISH IS TO BE
gROOU .c-.JA/J~)..IC~ NO .JIL n;"".QA/.Jf T.C" RNJS,L/ IS ,"LLOU{l;",o 1.£ S'TAMPCb!, C,r'JOXV h'NI'S''£I£".p, £"To. ...
lHE 1,50% (:to.50%) CROSS SLOPE MUST BE MAINTAINED lHROUGH DRIVEWA r.s:
19. ANY CHANCES IN BOUNDS, PINS, EASEMENTS, AND FORM-A:S-SHOULD BE SHOWN ON
AMENDED DEFlNI7lVE PLANS PRIOR TO THE SIGN Off OF THE PUNCH LIST.
SLOPED GRANITE CUREl/HMA BERM TO VER7ICAL
GRANITE CURB
3. WHEN SET ON RADII. lHE CURBING SHALL BE CUT I14TH THE
REQUIRED RADIUS
OF CUR VA TURE. 20. ALL MONUMENTA 7ION IS TO COMPL Y I14lH AGAWAM TOWN CODE SECTION 159-33
GRANITE TRANSITION CURB DETAIL (H-5) VERTICAL GRANITE CURB DETAIL CH-4)
TOP COURSE
'--------12"---------1
BINDER
BITUMINOUS CONCRETE "CAPE COD BERM"
NO SCALE
,-------SLOPE AS INDICA TEO
ON PLAN
,----1 1/2" TYPE-I ASPHALT CONCRETE BINDER COURSE
2" TYPE-1 ASPHALT CONCRETE TOP COURSE
6" PROCESSED GRA VEL (COMPACTED TO 95%)
NO SCALE
PROI4DE BASE COVER
AS FURNISHED BY
POLE MFG.-~
1
COMPACTED OR
UNDISTURBED SECTION
SUBGRADE
LIGHT POLE
71ES @ 12" O.c.
4-#5 VER7ICAL-EQ. SPACED
FINISH GRADE
CONDUIT
GROUND ROO CONNECT
TO INSIDE METAL POLE
BOLT LAYOUT
&: MOUN7ING
PROCEDURE AS
PER MFG. SPECS __ ..J
NO SCALE
• • • • • • • •
THE ABOVE LENGTHS ARE CALCULA lED
USING THE 7.5% PANEL SLaPE.
USE OF SHALLOWER GRADES 'MLL REQUIRE
LONGER HIGH SIDE AND LOW SIDE
TRANSITlON LENGTHS.
CHECK 'MTH TI-iE TO\'IN ENGINEER BEFORE
USING ANY GRADES BESIDES n10SE
USTED IN THE TABLE ABOVE.
CONCRETE CURB RETURNS
L-_ D.r:TECTABLE WARNING PANEL
(SEE DRA WING M/{: 10765R)
SIDEWALK CURB CUT (ALT. -SEE PLANS)
NO SCALE
TYPICAL DRIVEWAY PAVEMENT DETAIL LIGHT POLE INSTALLATION DETAIL
-~ .---
• <0
,I
~
,
<0 . ~ -
<0
, .,
~
'<)
:;:;mJ;!
NOTE:
NO SCALE
.,
6-
HANDICAPPED PARIeINO
~
-_ .. _---
vl~ ,l,CCESSIBL.E
$300 FINE
~ REFLECTORIZED (ENG. GRADE)
WHITE TEXT AND SYMBOL ON
BLUE BACKGROUND (TYP)
V-WHEN REQUIRED
ALUMINUM SIGN (TYP) V
I m;:;;
DPW. BREAKAWAY POST
PERMANENTL Y INSTALLED
'NTO FINISHED GROUND
GROUND SURFACE
MAXIMUM MOUNllNG DISTANCE FROM HEAD OF STALL IS 10:
NO SCALE
PARKING SIGN FOR~ HANDICAPPED
HANDICAPPED ACCESS AISLE \
HANDICAPPED
PARKING
SPECIAL PLATE REQUlftED
U!WJTI10RIZED VEHICLES w.y IE REWOvtD AT
OWNER'S EXPtfIS£
~::::::::;;;;;;;;:::::::=~~
5' 10'
8' I14TH VAN
HANDICAP STALLS
NOTES'
f. ALL DIMENSIONS TO CENTER OF 4" PA VEMENT STRIPING.
2. ALL STRIPING SHALL BE 4" SOLID WHITE PA VEMENT MARKING
PAINT UNLESS OlHERI14SE NOTED.
3. CONTRACTOR TO ENSURE HANDICAP ACCESSIBLE PARKING SPACE
SHALL HA VE A SLOPE OF 2% OR LESS IN ALL DIREC7IONS
PLEASE SEE: MGL C.40&21-22A, AAB 521 CMR 23.00, AGAWAM CODE &:169-28
ACCESSIBLE PARKING SIGN (A-I) HANDICAP PARKING STALL
NO SCALE NO SCALE
SIDEWALK CURB CUT
NO SCALE
r-t:1U''-'K REINFORCED RUBBER
HOSE (ABOVE FIRST BRANCH)
lHREE STRANDS OF #10 GAUCE
TW7STED GAL VANIZED STEEL I14RE
GAL VANIZED E>£ AND TURNBUCKLE
2'')(2" UNPAINTED CEDAR STAKE
(3 STAKES PER TREE) llGHTEN
AS SHOWN.
r.J..---h---++--TREE WRAPPING PAPER TO
SECOND BRANCH.
TREE SHALL BE SET A T OR 1"
ABOI-f THE ESTABLISHED
FINISHED GRADE.
,J" PINE BARK MULCH
SLOPE TO FORM SAUCER,
UN7IE AND ROLL BACK BURLAP
FROM 1/3 OF ROOT BALL (MIN);
=:L:::::5~~~~~~~affi~::::::,~/F SYNTHE7IC IWi'AP IS USED, REMOI-f COMPLETEL Y.
H---PLANT BACKFILL MIXTURE.
'~~r~!!~--SCARIFY EXIS7ING SOIL &: BLEND ~ I14TH PLANllNG MIX I.' 7 &: COMPACT
iII-,-~_ EXIS7ING SUBGRADE
TREE PLANTING
NO SCALE
PLANT AT lHE SAME DEPTH
AS PRE140USL Y GROWN.
,r--3" PINE BARK MULCH
UN7IE AND ROLL BACK BURLAP
FROM 1/3 OF ROOT BALL (MIN);
IF SYNTHE7IC IWi'AP IS USED,
REMOVE COMPLETEL Y.
SLOPE TO FORM SAUCER.
~:L~222z:z;::nlC21fL~~2Z~$=-PLANT BA CKFILL MIXTURE.
72" VARIES
MIN.
SCARIFY EXIS7ING SOIL &: BLEND
I14lH PLANllNG MIX I: 1
AND COMPACT.
----EXlSllNG SUBGRADE
12"
MIN.
SHRUB PLANTING
NO SCALE
SIDEWALK CURB CUT (ALT. -SEE PLANS)
NO SCALE
PERMITTING
R LEVESQUE ASSOCIATES, INC
Land Surveying, Site Design,
Landscape Architecture, Planning
Environmental Permitting
ph: 413.568.0985 fax: 413.568.0986
40 School Street • P.O. Box 640
Westfield, MA 01086
rlaland.com
00.
Z
0
~
~ .. -< ~ ~QO ..... U .. 0
~ oo.~
~ "C ~~ -M ~ ~~ U .. C.J ~
~ t'-l 0 S ~ -~ ~ ~~~ 7J1 -= ~ ~
'CeJ)
~ .. ~-< = 0 Q.
00. 00. ~
~ l"'--~ a-.. < ""1"
~
~
~
PREP ARED FO~=R=-: _______ ~ ___ ~
Joe Tirone &
Ralph Depalma
36 Canterbury Lane
Feeding Hills, MA 01030
,2012
REVISIONS:
Engineering & Peer Review
DATE:
6128113
UNAUTHORIZED ALTERATION OF
THIS DOCUMENT IS A VIOLA :JON
OF MASSACHUSETTS STATE LAW
SCALE:
NO SCALE
RLA PROJ. NUMBER: 090506
DRAWING#
D-5 .
I ,
'" .1 ,..
,
• f(j
I
STAMPED CONCRETE ISLAND WlJH
BRICK PA TTERN, COLOR TO BE
DETERMINED (MIN. 6" DEPTH)
"CAPE COD" BERM
8" BANK RUN ORA VEL
(MA D,P. W. STANDARD-TYPE B)
COMPACTED wi A 10 TON ROLLER
TOP COURSE
r "'A'" COURSE
SEE DESIGN PLANS FOR
TRAFFIC CIRCLE GRADING
AND MIN./MAX PITCH
TYPE-2 D.o,,_
GRAVEL BASE-12" TOTAL DEPJH
(SEE TYPICAL ROADWAY CROSS-SECTION)
MOUNTABLE TRAFFIC CIRCLE ISLAND DET AlL
NO SCALE
G -FOUNDATION & FOOllN
/ /,//
-NON-WOVEN GEOTEXlILE FABRIC (TYPAR 130 OR EQUAL)
I
o ooo8~
o 0 ocP....w-I 0 0
0 0 c
o 0 ° • • 0 0 <o~ °oc -::; -0() ° T 0 pO~ 0 oOc ;;
J 6" -6" I
-.--
'" ~
,
<0
-~ -3/4"-17/2" WASHED STONE
4" OIA. PERFORA TED PIPE (ADS OR APPROVED EQUAL)
(TO BE PLACED LEVEL AROUND BUILDING FOUNDA TlON)
TYPICAL BUILDING FOUNDATION DRAIN DETAIL
NO SCALE
~ ~
0 0 IV"
,'-2"
!
I
i
,
0 0
I i
II II
II II II
II
II I
CAP = 36" SQ.
BASE =40" SQ.
I
NOTE:
SIGN SIZE, COLORS, MA TERIALS
& HEIGHT AS SPEClflED BY
SIGN MANUFACTLIRER
~LEAD COA TED COPPER
/ W/STANOING SEAM @ CORNERS
TOP PLA TE ANCHOR
Ir~OOD CAP
rVER!: FACE
!
/
I NON-ILLUMINA TlON SINGLE
/ SIDED SIGN PANEL
~ ~ I I
/ T
° 0
!
TO "eel
Name
7'-0"
• ~ -"-
FOUNOA TlON SHALL BE DESIGNED ACCORDING
TO PREVAILING SOIL CONDITIONS, WIND LOADS,
AND SUBSURFACE EXPLORA TlON RESUL T5.
II
I,
0 0
I
II II
II II II
I II
FREESTANDING SIGN DETAIL
NO SCALE
1
II
lr
P
C
L
_ ~~--12" x 5/8" DIA. GALVANIZED ~ CARRIAGE BOLT, WASHER & NUT ~~ COUNTERSUNK 1/2" MAX. (TYP.)
1" CHAMFER
(ALL EDGES)
PLAN VIEW NOTES
ALL TIMBERS TO BE SOUTHERN
YELLOW PINE ct -WOOD TO BE TREA TED I. 8' O. C. (TYPICAL) )
TO POST ct r
.___. PII\IISH GRADE
6" MIN. COMPACTED
GRA VEL AROUND POST
;;:;~~_-B"x8"x6'
).....(J I II,,?,\%: TIMBER POSTS
M~~~~----UNDISTURBED SOIL
FRONT ELEVA nON SIDE ELEVA TlON
WOOD GUARDRAIL
NO SCALE
SIDEWALK
VARIES DRlyEWA'-'-y ____ -t-__ ~S'"_ID"'E"'W!.':A~L~K __
! I
--------'.= ________ =---l,--'V~A'£;R!;,I~IE~S-----.------------18
0
.1 ..... ______ ~_·~l~ __ ~r .
SECTION C-C
A+-B+-
VARIES 12' 16' VARIES
II '"'' I IINF __
-
0 0 0 0 '0 0 I!) I!) 5% MAX. I!) I!) 5% MAX. SIDEWALK c Lri
~ ~+ld~ SLOPE ~ ~+lo~ SLOPE
-~
~ w CURB RETURN
'" g 5.0' Ry ~ 1:: -on ,..; '" g VJ Lri VJ
12' 16'
,TREEBELT
g" BERM-
" . on " ~"
0> I
'"
-
A+-B+-
GUTTER LINE
GUTTER LINE
r-_.!.!TR~E£E£B!:!ELo.!T __ ..l-__ ",,:;S>!bID~E~W!jAh!LK~-;;;;;--l1-ROPERTY LINE ~ ±0.50% ~I
'" 13% SLO\'~ ~~ --
0.54' BERM 6.50
SECTION A-A
f-...O <00 occi
in::: ",0 ,,0> oro
1.50% ±0.50%
GUTTER lINE~ '1, S~ ~ 1" LIP .3J.~ ,* ; ~ 'a * MAXIMUM
• *
---------~4. ~ .. .Li"_~ _______ ~__'_· ~
SECTION B-B
NOTES
1.) CONCRETE SIDEWALK IS TO RUN CONTINUOUSLY THOUGH DRIVEWAYS.
2.) CONCRETE USED SHALL BE 4000 PSI WITH A MAX. AGGREGA TE SIZE OP :y."AND SHALL
CONTAIN 5-7% ENTRANED AIR.
J.) CONCRETE DEPTH SHALL BE A MINIMUM OP 4" WITH A MIN. DEPTH OP 6" AT DRIVfWA YS.
4.) SIDEWALKS SHOULD BE INSTALLED PRIOR TO THE APPLICATION FOR A BUILDING PERMIT
UNLESS THf BUILDER RfOUfSTS IN WRITING THAT THE SIDEWALKS BE DfLA YED AND
GUARANTEES THAT THE SIDEWALK WILL CONFORM TO THE STANDARD DRIVEWA Y DETAIL.
5.) ALL DRI VEWA YS REQUIRE A DPW DRI VEWA Y PERMIT.
6.) ALL SLOPfS ARf MAXIMUM. DRIVEWAYS ARE TO BE DESIGNED SUCH THAT WATER WILL
NOT FLOW INTO DRIVEWA Y FROM THE ROADWA Y.
STANDARD RESIDENTIAL DRIVEWAY CH-6)
NO SCALE
5.0'
LEVEL SPREADER
LS-I
LS-2
RIP RAP OUTLET ENERGY
EROSION CONTROL BLANKET
ON UNDISTURBED SOIL
1.0' 5.0'
LEVEL SPR£4DER CROSS-SECnON
ELEVA TlON :4' ELEVATION 's'
799.0 19B.4
784.4 183.9
RIP-RAP
GEOTEXTILE FABRIC
ELEVATION 'c'
19B.9
784.4
DISSIPATOR (LS -I) TO FEED INTO E:!
LEVEL SPREADER. SEE SHEET C-7 _ -1-5i1£w'
& D-3 FOR ADDITIONAL ENERGY ~ --\ r '-~~O"
DISSIPATOR REQUIREMENTS / /' -~ ~ -~£1
/ ~/ --~ \ / ~ SEE PLAN ~f~v' ---\--":~~\"-~~~~~)0~~~~;~"~ ~~ LEVEL LIP ~ _ -"..." /
~~~,.~)
\,Y
NOTE
LEVEL SPREADER SHALL BE INSTALLED WITH A LEVEL INSTRUMENT. CONSTRUCT LEVEL UP TO
0% GRADE TO ENSURE UNIFORM SHEET FLOW.
LEVEL SPREADER DETAIL
NO SCALE
r18
" .. " " " . .,., .; ..
" " ", , •
~U<b 54"± • =0 " ~~~
" • " " • " " c·
•
18"l
• .. ii
•
" •
" A •
"" " "
STANDARD PLUSH MOUNT
LOCKING GRA TE OPTION
8" MIN. CONCRETE SLAB
(FOR TURF TRAFFIC INSTALLA TlON)
DUCTILE IRON GRA TE
SEE PLANS FOR SIZE & TYPE
NOTE:
PLAN VIEW DETAIL FOR REPERENCE PURPOSES ONLY.
SEE MANUPACTURERS SPECIFICA TlONS
DUCTILE IRON GRA TE
AND REMAINING PLAN SET FOR SITE
SPECIPIC INSTALLA TlON REQUIREMENTS
SEE PLANS FOR SIZE & TYPE
r--.......l.---;-r--~1-18" MIN. WIDTH 8" MIN.
2.5' MIN. SUMP
L
4" MIN. ON 12·'-24" DRAIN
6" MIN. ON 030" DRAIN
CONCRETE SLAB
(TURF TRAmC LOADING)
8" COMPACTED
GRAVEL BASE
-PIPE SIZE VARIES
SEE PLAN SET
BACKFILL MA TERIAL SHALL BE CRUSHED
STONE OR OTHER GRANULAR MATERIAL
MEETING THE REQUIREMENTS OF CLASS /I
MA TERIAL AS DEFINED IN ASTM D2J21
DRAIN BASIN SIZE TO ACCOMODA TE
SIZE AND NUMBER OF THE INLET &
OUTLET PIPES. SEE MANUPACTURERS
REQUIREMENTS.
ADS NYLOPLAST YARD DRAIN BASIN
NO SCALE
PERMITTING
R LEVESQUE ASSOCIATES, INC
Land Surveylng, Site Design,
Landscape Architecture, Planning
Environmental Permitting
ph: 413.568.0985 fax: 413,568,0986
40 School Street" P.O. Box 640
Westfield, MA 01086
rlaland.com
rJ1
Z
0
~ ~ --< ~
~QO
U ---Q ~ rJJ~
~ -= ~~ -N ~ ~~ U -~ '" ~ rI1 Q e ~ -~ ~ ~=~ rJ1 ..= ~ ~ \ObIJ ~ -= ~< Q Q.;
rJ1 rJJ ~
~ r---~ 0'1 < -.::t
~
~ ~
PREPARED FOR:
Joe Tirone &
Ralph Depalma
36 Canterbury Lane
Feeding Hills, MA 01030
ISSUANCE DATE:
12
REVISIONS: _____ -I--'OD"-'A"TE"':'---j
Engineering & Peer Review 6f28/13
Engineering & Peer Review 9117/13
UKAUTHORIZED ALTERATION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSETTS STATE LAW
SCALE:
NO SCALE
RLA PROJ. NUMBER: 090506
,DRAWI:>IG# .
6" LOAM & SEED
8" CRUSHED STONE------'~ .~rl.
INFIL TRA TION BASIN #1 OUTLET DETAIL & INFILTRATION BASIN NOTES
NO SCALE
RAIN GARDEN #2 OUTLET DETAIL
NO SCALE
30" W. x 6" H. .30' W. x 6
BIORETENTION BASIN #1 OUTLET DETAIL
NO SCALE
4'x4'
TOP STRUCTURE!CB-179.75
2-10" DIA. ORIFICES-I77.50
DETENTION BASIN #1 OUTLET DETAIL
NO SCALE
4'x4'
4'x4'
4'x4'
6" LOAM & SEI,O---,
EXCAVATED ON-SITE
SOILS, NON-LOAM/
SUB-SOIL COMPAcrrD
95% MAX. DENSITY
3
INSTALL 40 mil
POL YETHYLENE
BREAKOUT BARRIER
6" LOAM & SEED
6" LOAM & SEED
10 ' BERM
INFIL TRA TION BASIN NOTES FOR ALL INFIL TRA nON BASINS
I.) DO NOT DISCHARGE SEDIMENT-LADEN WATERS FROM CONSTRUCTION
ACTIVITIES (RUNOFF, WA TER FROM EXCAVATIONS, ETC.) TO THE
INFILTRA TlON BASIN AREAS DURING ANY STAGE OF CONSTRUCTION.
2.) DO NOT TRAFFIC EXPOSED SOIL SURFACE WITH HEAVY CONSTRUCTION
EQUIPMENT. PERFORM EXCAVA TlONS WITH LIGHT EARTH-MOVING
EQUIPMENT POSITIONED OUTSIDE THE LIMITS OF THE INFIL TRA TlON
COMPONENTS OF THE SYSTEM IF FEASIBLE.
3.) IF INFIL TRA TlON BASIN AREAS ARE EXPOSED DURING CONSTRUCTION
AND DO RECEIVE SEDIMENT DEPOSITS. BASIN BOTTOMS MUST BE
OVER EXCAVATED 6-8" INTO NATIVE MATERIAL TO REMOVE SEDIMENT
DEPOSITS.
4.) ALL DRAINAGE AREAS TO AN INFILTRATION BASIN FACILITY ARE
TO BE STABILIZED PRIOR TO INS TALLA TlON OF TOPSOIL/COMPOST
MIX AND SEED MIX.
5.) SEE LANDSCAPING PLANS (C-15 & C-16) FOR SEEDING REQUIREMENTS
FOR INFIL TRA TlON BASINS.
6.) INFIL TRA TlON BASIN BOTTOMS AND EMBANKMENTS TO BE SEEDED AS
NOTED ON PLANS. NO TREES OR SHRUBS TO BE PLANTED WITHIN
INFIL TRA TlON BASINS OR EMBANKMEN TS. DO NOT USE 500.
'. \..6" ...... , pvc PIP[ Il
MIN. 15-HIGH w/ .... " CAP :
1
VARIES TO
, MA TCH GRADE
t----ttiI----1. ~!ORMCEPTOR i ~ IL INSERT I
I!!!!!J: ~ )lJ1l£1! SEE NOTE 2
4"~ OIL PORT
T J t,J" ;~" .....-:t--.,-!-c..
f---l---l ILl
4". OUTLET
RISER PIPE
60"
f" 1 LI2". '"lIT I' Min.
DO"'" PIPE .-, 0lI1l£T" J .. (REIIOVABU) RISER PIPE '.
'IF
8" 48"," "1--5" -r--, .. ~ ,~', '~l-s"
!
INSERT TEE HERE
(lEE OPENING TO F AC£ SIDE WAll)
SECTION IHRU CHAMBER PI AN VIEW
~E USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE INLET AND OUTLET
WHERE APPLICABLE.
2.) THE COVER SHOULD BE POSITlONED OVER THE OUTlET DROP PIPE AND THE OIL PORT.
3.) THE STORMCEPTOR SYSTEM IS PROTECTED BY ON OR MORE OF THE FOlLOIIING U.S.
PATENTS: /4985148, 85498331, 85725760, 65753115, 65849181, 16068765, 16371690.
4.) CONTACT A CONCRETE PIPE DIVISION REPRESENTATIVE FOR FURTHER DETAILS NOT LISTED
ON THIS DRAI'tlNG.
STC 450i PRECAST CONCRETE STORMCEPTOR
NO SCALE
STORMCEPTOR
FRAME &: COVER
ADE ADJUSTERS TO GR
S WT flNISHED GRADE I
32"
I I
I
8 "
1 0
t 1-30"-' ..
72' I-f"oj-6"
5'
8" DIA.
ORIFICE \
PLATE \
ACCESS OPENING
(SEE NOTE 2)
VA RIES STORUCEPTO 1-'1--7" , INSERT ,
INL£T WEIR ./ "\ OUTt£T
21" ,
" ., , 13 INLET ,
1-1 , L
.. DrA.
OfIlflCf
PLATE .
DROP TEE -,
0" 6
M
, INLET PIPE
IN. 1-1
r
,
" .
j 4 .
0" f.J , .
'-24" DIA. DROP
OUTlET PIPE
96" g"-
• ..... . . .... : .: . .d .•• ,
SECTION IHRU CHAMBER
.~
,
I--
.L
6" DIA.
OIL PORT
PLAN VIEW
24" DIA.
OULET RISER
~E USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE INLET AND GUllET WHERE APPUCABlE.
2.) THE COVER SHOULD BE POSITlONED OVER THE OUTLET DROP PIPE AND THE OIL PORT.
3.) THE STORMCEPTOR SYSTEM IS PROTECTED BY ON OR MORE OF THE FOLLOWING U.S. PATENTS:
/4985148, 65498331, 15725760, 85753115, #5849181, 16068765, 16371690.
4.) CONTACT A CONCRETE PIPE DII1S10N REPRESENTATIVE FOR FURTHER DETAILS NOT liSTED ON THIS DRAIIING.
STC 2400 PRECAST CONCRETE STORMCEPTOR
NO SCALE
5TORM CEPTOR
FRAME &< COVER
RADE ADJUSTERS TO G
5 UIT FlNISHED GRADE
8 J ,
CJ
32" I I I
'. 1-30"-. :-l 5"
72" -~ 1-6"
VA J'ES STORMCEPTO -'.:-7"
05" 1
M IN.
8 .
I
~
I INSERT
0IJn:n\-INLET \\£IR/,\
~ t-I-ji:
. IL6 " DIA. I
ORIFICE " I PLATE 1-7 ,-
1-1 ! LvRDP TEE I:l
INLET PIPE j ,
" 4 24" DIA. DROP
. ~. OUlLET PIPE
t-
l ". -.. ., ... ~
SECTION THRU CHAMBER
6" DlA.
ORIfiCE \
PLATE \
INLET
\ ACCESS OPENING
\ (SEE NOTE 2)
' .. "
OUTLET
"
6" DIA. -24" 01A.
OIL PORT OULET RISER
PLAN VIEW
1.) THE USE OF FLEXJBLE CONNECTIONS IS RECOMMENDED AT THE INLET AND OUlLET WHERE APPLICABLE.
2.) THE COVER SHOULD BE POSITIONED OVER THE OUTLET DROP PIPE AND THE OIL PORT.
3.) THE 5TORMCEPTOR SYSTEM IS PROTECTED BY ON OR MORE OF THE FOLLOI'tlNG U.S. PATENTS:
/4985148, #5498331, 85725760. #5753115, 85849181. 86068765, 16371690.
4.) CONTACT A CONCRETE PIPE DII1S10N REPP£5ENTATIVE FOR FURTHER DETAILS NOT USTED ON THIS DRAWING.
STC 1800 PRECAST CONCRETE STORMCEPTOR
NO SCALE
RMCEPT STO OR
FRAME &: COVER
RADE ADJUSTERS TO G
S UIT flNISHED GRADE
32" ,
8 .L . '. -.30"-.'
f" 72" I-0
1 ..
~ -6"
5"
8" DIA.
ORIFICE -
PLATE
ACCESS OPENING
(SEE NOTE 2)
VA J'ES STORMCEPTO -.'-7" , INSERT ,
INl£T I!£lR /,\ 0IJ1l£T1
"
21 " ...
"
"' , "' 13 .
IJ l INLET
I . " DIA.
ORIfiCE I. d PLATE
o . DROP TEE-
INLET PIPE • 00" 1
M IN. 1-1
,
"
"
10' W. ' ..
~
L 24" DIA. DROP
,L
OUTLET PIPE ' . 4· .
96" g'-. '-
.&
, ... " .' . . .'. 'I..
SECTION IHRU CHAMBER
I
6" DIA.-J
OIL PORT
PLAN VIEW
24" DIA.
OULET RISER
1.) THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE INLET AND OUTLET WHERE APPUCABLE.
2.) THE COVER SHOULD BE POSITIONED OVER THE OUTLET DROP PIFE AND THE OIL PORT.
3.) THE STORMCEPTOR SYSTEM IS PROTECTED BY ON OR MORE OF THE FOLLOv.lNG U.S. PATENTS:
/4985148, #5498331, #5725760. #5753115, #5849181, 16068765, 16371690.
4.) CONTACT A CONCRETE PIPE DII1S10N REPRESENTATIVE FOR FURTHER DETAILS NOT LISTED ON THIS DRAI'tlNG.
STC 3600 PRECAST CONCRETE STORMCEPTOR
NO SCALE
PERMITTING
R LEVESQUE ASSOCIATES, INC
Land Surve}ing, Site Design,
Landscape Architecture, Planning
Environmental Permitting
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA 01086
rlaland.eom
00.
Z
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00. ~ c. 00 ~ ~ r-~ ~ 0\ < ~
~ ~ ~
Joe Tirone &
Ralph Depalma
36 Canterbury Lane
Feedinl1 Hills, MA 01030
ISSUANCE DATE:
June 28, 2013
REVISIONS: DATE:
Engineering & PeeT Review 9117113
UNAUTHORlZED ALTERATION OF
TIllS DOCUMENT IS A VIOLATION
OF MASSACHUSETTS STA TIl LAW
SCALE:
!-SNOrED
RLA PROJ. NUMBER: 090506
DR4.WING#
6" TOPSOIL
BERM
WID TH VARIES
6" PONDING
DEPTH
SEE PLANS
12" DOME GRA TE OU1LET
R. G.'s #1 & #2 AND INFIL TR. BASIN #2
(SEE SITE PLANS FOR LOCA TlONS)
,-f"LAL,~ STONES AROUND OU1LET
WITH NEW ENGLAND
FOR WET SITES MIX BY NEW
ENGLAND WE1LAND PLANTS, INC.
OR APPROV£D EQUIVALENT
MEDIA
(2' MIN. DEPTH FOR R.G. 's 1 & 2)
-SEE MEDIA SPECIFICA TlON NOTE-
, SAND LAYER
RAIN GARDEN/BIORENnON BASIN NOTES
1.) DO NOT DISCHARGE SEDIMENT-LADEN WATERS FROM CONSTRUCTION
ACTIVITIES (RUNOFF, WATER FROM EXCA VA TlONS, ETC.) TO THE RAIN
GARDEN/BIORETENTION BASIN AREAS DURING ANY STAGE OF
CONSTRUCT/ON.
2.) DO NOT TRAFFIC EXPOSED SOIL SURFACE WITH HEAVY CONSTRUCTION
EQUIPMENT. P£RFORM EXCA VA TlONS WITH LIGHT EARTH-MOVING
EQUIPMENT POSITIONED OUTSIDE THE LIMITS OF THE INFIL TRA TlON
COMPONENTS OF THE SYSTEM IF FEASIBLE.
SECTION A-A'
3.) IF RAIN GARDEN/BIORENTION BASIN AREAS ARE EXPOSED DURING
CONSTRUCTION AND DO RECEIVE SEDIMENT DEPOSITS. BASIN BOTTOMS
MUST BE OV£R EXCA VA TED 6-8" INTO NA Tl'I£ MA TERIAL TO
REMOV£ SEDIMENT DEPOSITS.
--. ~ ",-::-' SEED WITH NEW ENGLAND
EROSION CONTROL/RESTORATION
FOR WET SITES MIX BY NEW
ENGLAND WETLAND PLAN TS, INC.
OR APPROV£D EQUIVALENT
(SEED TO LIMITS OF PONDING)
'?:if'C+--R.G.#1 -12" DOME GRA TE OU1LET
4.) ALL DRAINAGE AREAS TO A RAIN GARDEN/BIORETENTION FACILITY
ARF Tn RF STARII 17FD PRIOR TO INSTALLA TlON OF AMENDED SOILS.
MULCH OR PLANTINGS.
5.) AMENDED SOIL WILL ONLY BE PERMITTED WITH A VALID SOIL
ANAL YSIS REPORT.
6.) FOR BIORETENTION BASIN, WRAP PERFORATED UNDERDRAIN WITH
FILTER FABRIC PRIOR TO BACKFILLING.
7.) UNDERDRAIN PIPE SHOULD HAV£ 3/8' PERFORA TlONS SPACED AT
6" CENTERS, MIN. 4 HOLES PER ROW. MAXIMUM SPACING OF
UNDERDRAIN PIPE IS 10 FEET ON CENTER.
8.) FILTER MEDIA FOR RAIN GARDENS AND BIORETENTION BASINS
SHALL BE AS FOLLOWS:
20-30% MODERA TEL Y FINE SHREDD BARK OR WOOD FIBER
MULCH WITH <5% FINES PASSING NO. 200 SIEV£
(SEE PLAN FOR LOCA TlONS)
R.G.#2 -SEE SHEET D-7 FOR OU1LET
70-80% COURSE LOAMY SAND MEETING THE FOLLOWING
GRADATION:
I
A'
OETAIL
RAIN GARDEN PLANTINGS
SEE TYPICAL PLANTING PLAN
SIEVE NO.
10
20
60
200
STORMWA TER BASIN ELEVA TrONS
BASIN BOTTOM
STORMWA TER BASIN ELEVATION
RAIN GARDEN 111 212.0
RAIN GARDEN 112 176,5
INFIL TRA TION BASIN HI 200.0
INFIL TRA TlON BASIN H2 188,5
INFIL TRA TlON BASIN H3 181.5
BIORETENTION BASIN 181.0
DETENTION BASIN 176.5 ...
PERCENT BY WEIGHT PASSING
STANDARD S/EV£ INDICATED
85-100
70-100
15-40
8-15
OU1LET STRUCTURE TOP OF BERM
RIM ELEVATION ELEVATION
212,5 214.0
179.4-180.6
202.4 203.6
189.0 190.6
N/A 183.0
183.4-184.6
179.75 181.0
6" TOPSOIL
10'
FIL TER FABRIC ALONG
EDGE OF EXCA VA TlON
AND AROUND STONE
6' DIA. PERF. UNDERDRAIN
PVC OR HOPE WITH SMOOTH
INNER WALL. WRAPPED IN
FlL TER FABRIC
6" DIAMETER
P£RF. UNDERDRAIN
..
EMERGENCY OV£RFLOW
ELEVATION . .--. . .~
213.5
'-:: ...... ..:'
" 179.6 '-... .
202.6
189.6 ... -
182.6 -
183.6 I
180.0
......
9"
OU1LET STRUCTURE
DEPTH
'0 ' ..
WITH NEW ENGLAND
£ROSION CONTROL/RESTORATION
FOR WET SITES MIX BY NEW
ENGLAND WE1LAND PLANTS, INC.
OR APPROvrn EQUIVALENT
MEDIA (2' MIN. DEPTH)
-40% SAND
-20-30% TOPSOIL
-30-40% COMPOST
I' STONE LA YER
SECTION A-A'
'" '" '" ../'.--_--:' ",
-
..•... "
. ...... \
,"' .
.......... /
.' .. /
./
'/
./'
\
SEED WITH NEW ENGLAND
£ROSION CONTROL/RESTORATION
FOR WET SITES MIX BY NEW
ENGLAND WE1LAND PLANTS, INC.
OR APPROVED EQUIVALENT
(SEED TO LIMITS OF PONDING)
\
.\
\
=---DUTLET STRUCTURE
I
A'
BIORETENTION BASIN PLANTINGS
SEE TYPICAL PLANTING PLAN
RIP-RAP ON INLET PIPES
FOR ENERGY DISSIPA TlON
TYPICAL RAIN GARDEN DETAIL TYPICAL BIORETENTION BASIN DETAIL
RHODODENDRON (PJM) -
MASSED TOGETHER IN
CLUMPS OF 3 TO 6
INTERM/TTENTL Y
~
OPEN SPACE
CONSER VA TlON AREA
~
10' WIDE
PLANTED
BUFFER STRIP
NO SCALE
A§§OfHfD ~[~[NNlAL§
/
/
/
PLAN VIEW
~
DEVELOPED AREA
)
RED MAPLE
(ACER RUBRUM)
SPACED 60' D.C. ±
o
c o
N
S
E
R
V
A
T
I o
N
A
R
E
A
BIRD HOUSE ON
4"x4" WOOD POST
SPACED 120' O. C. ±
(SEE DETAIL ABOVE)
BIRD HOUSE
4"x4" POST
LETTERING ATTACHED TO POST
TO READ "CONSER VA TlON AREA'
TO IDENTIFY OPEN SPACE AREA
MULCH PLANTING BED
SECTION A-A'
BUFFER STRIP PLANTING DETAIL
NO SCALE
SS-3
MP-l-_.......
PV-2-_
BP-l-
CA-l
SS-3~
PV-l _______
JC-l
AG
• • • •
EXTENT OF SOD PLANTING
CA-2
55-3 TOP OF BASIN BANK
MP-l
JC-l
__ ~ ____ -BP-l
'J: .~, _______ SS-3
'-f-e-r'-'" oJl""",-"~q PV-2
NO SCALE
BASIN PLANTING NOTES
1.) RAIN GARDEN AND B/ORETENTION BASIN PLANTING AND PLANTING DENSITY ARE
TYPICAL. BASIN DENSITY INDICA TED IN THIS DETAIL SHALL BE REPLICA TED IN
ALL RAIN GARDENS/RETENTION BASINS. CONTRACTOR SHALL VERIFY PLANT
QUANTITY AND LOCATION WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
2.) ALL TREES SHALL BE SPOTTED ON-SITE BY LANOSCAPE ARCHITECT.
3.) SEE DETAILS ON THIS SHEET AND D-7 FOR BASIN CONSTRUCTION AND NOTES.
4.) PLANTING LAYOUT IS DIAGRAMMATIC. NO PLANTING SHALL INTERFERE WITH DRAIN
PIPING OR STRUCTURE.
5.) SOD SHALL BE PLANTED ALONG INTERIOR BASIN WALLS FROM THE TOP OF BASIN
DOWN TO 6" ABOVE BOTTOM OF BASIN (PONDING ELEVATION. SE:: DETAIL THIS SHEET.
SHEET.
-, ............................................. , ... ---~--.... -~ .. ~-.... _ ... _ .. _ .... ----_._ .. -_ .. __ ..
6.) BOTTOM OF BASIN TO BE SEEDED WITH NEW ENGLAND EROSION CONTROL/
RESTORA TlON FOR WET SITES MIX BY NEW ENGLAND WE1LAND PLANTS, INC. OR
APPROVED EQUAL.
PONDING LIMITS -------I-~~J PLANT LIST
KEY QTY. BOTANICAL NAME COMMON NAME SIZE
MP-l-----_~ MP X MYRICA PENNSYLVANICE NORTHERN BAYBERRY 24-30" PSD
BP X BETULA POPULI FOLIA GRAY BIRCH 14' HT.
CA-2 --______ ~ JC X
.. _--'.
JUNIPERUS COMMUNIS 'COMPRESSA' COMMON JUNIPER 18'-24" ....
MP X MYRICA PENNSYLVANICA BAYBERRY 14' HT.
JC-l-~-~ AG X ANDROPOGON GERARD" BLUEJOINT 1 GAL./18" O.C.
PV X PANICUM VIRGA TUM SWITCH GRASS 1 GAL. ---
SS X SCHIZACHRYlUM SCOPARIUM LITTLE BLUESTEM 1 GAL
PV-3 SS-4
CA-2 CA X ClETHRA ALNIFOLIA SUMMERSWEET 1 GAL.
BP-l JC-l PV-2
TYPICAL RAIN GARDENIBIORETENTION BASIN PLANTING DETAIL
NO SCALE
PERMITTING
R LEVESQUE ASSOCIATES, INC
Land Surveying, Site Design,
Laudscape Architecture, Planning
Em1ronmental Permitting
pb: 413.568.0985 fax: 413.568.0986
110 Scbool Street· P.O. Box 640
Westfield, MA 01086
rlaland.com
PREPARED FOR:
Joe Tirone &
Ralph Depalma
36 Canterbury Lane
Feeding Hills, MA 01030
ISSUANCE DATE:
June 28, 2013
REVISIONS: DATE:
UNAUT1l0RIZED ALTERATION OF
TfllS DOCUMENT IS A VIOLATION
OF MASSACHUSETTS STATE LAW
SCALE:
AS NOTED
IU.A PROJ. NUMBER: 090506
llRi\~I'IG#
D-8 .
•
•
L...
-
Proposed Condominium Community
Dial Before You Di ................. ---::c"':' = ,..V_ =.-.. .,.,..,_ .... _----.., .. __ .. _-_ ... --., ..... --...... __ .. -.-............. -____ 11
...--,. .... -... -.....-~= :=-:.=-:.":.::"' ,..,--.. ---~ ~-;
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DIG SAFE
Map E6, Block 2, Lot 8
497 South Westfield Street, Agawam, MA
SITE INF'ORIJA 110N
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-.~
47. ... ,.. ... ..,. <-'" _.'
........ (W)
SITE PLANS
Aa "IlE"AIlED FOil
Joe Tirone &
Ralph Depalma
36 Canterbury Lane
Feedln& Hills, MA 01030
, •
SCUIC(: ....-_
(I) SEPTEMBER 2012
_It'ITIU
ay
RLA
• U:VESQIJE AIIOCIATU, I1'IC
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SEP 1 7 2013
AGAWAM
PLANNING BOARD
PERMITTING
•
VW 'UlBMB:iV
8 lO,} 'z ".018 '9:i1 dBW
l.OJlS P,OYlSO M. qlnos L6t
SNOUIUNO:J :i.1IS !)NUSIX:i
S'tMB!21. .!c LINE LffiEMJ
0 IRON PIPE FOtJHO
• IRON PIPE TO Elf: SET
" CONCRETE 8Of/ND FOUND
• CONCRCT£ BOUNO TO lE SET
• CIWPUTEO POINT
EXISTING SIGN OW £XI571NG MONITORING Ii£LL
0 EXISTING LIGHT POLE
~ umlTY POLE
~ GUY ANCHOR
'" EXISTING ELECTRIC MANHOLE
<I> EXISTING TE:l£PHON£ MANHOLE
e Ex/sm.G WElL LOCATION ,;:, EXI571N(; ~TER VALlo£ .. EXISTING WATE:R SHUT-OFr
l;l: EXlSnNG HYORANT
H PIKlPOSW IIll<1FR' IfAI'lE
"" PROPOSED HYO~NT
,;:, EXISTING G4S VAL I-f
~ EXISTING SANfW?'( SEWER MANHOlE
0 EXISTING CATCH BASIN ., EXISTING DRAIN AlA/VHOl£
* PROPOSED CATCH ~SlN
@ PROPOSED YARD DRAIN
* PROPOSED UANHOl£
l' SOIL BORING LOCATION
1:j' OBSERVATlON HOLE LOCATION
Q PERC TEST LOCI4T1DN
f.,.-I wou,ND FlAG LOCATTON
r~-' M.A.H. w. FlAG LOCATION
J.k. . .illcllllc wmwo
EXISTING STONE WALL
~T1?ffUN£
• IG2.S £X1571NG SPOT GRAD£
- --219---£)(1S7lNG CONTOUR
.99.<1 PffOPOsro SPOT CRA[)£
-----<E[>---PI?OPOSw CON7VVR
--____ <lIIII'_ EXISTING OVERHEAO WIR£S
--~---~--EXISTING UN{)[RGROVND El.EC7R'IC
--m ---m --EXISTTN(; Tfl£PHON£ LINE
--,---,--EX/STING Gl'IS LINE
--,---,--£XIS71NC WAIF/i' LINE
--w --~--EXISTING ST"ORM O/wN
--~---~--EXISTING SANfTARY SElIf"R
--,~ ---LOW -LIMIT OF IroRK UN£
DOUBLE £HOS/ON CONrROL Bt.RRfER
ABBE£IIIA TIONS
A.F.F. -ABOVE FINISHro nOOR
AFS. -ABOIIF ANtSHro ~e
APPNOX. -APPROX~TE:
A. T.r. -ABOIIF TOP OF FOUN{)ATKW
EiiJJC. -8/J1ilJING
BLK. -BLOCK
8OT. -BOTTOM
B.D.W. -8Ol7OM OF WAlL
BRfi. -WRING cs. -CATCH BASIN
CL -C£NTERLINE
C.I. -CAST IRON
CLR. -CL£AR
CONC. -CONCRETE
CONT. -CONnNl/OUS
CONrR. -CONTRACTOR
OBL. -lJOUBLE
OFT. -[)ITAIL
0.1. -DUCrrLE IRON
DIA. -(JIAMITEI?
DIM. _ DIMENSION
OIL -O£T"AIL
DWG. -DRJA.WlNt;
lA -EACH
c£a;. ,,£>0
EXIST.
00:
AN.
FLR.
FOUND.
"
-££l:CmlC
-£L£VAT"/ON
-£XlsrrNC
-EXTEI?!OR
-FINISH
~ FLOOR
-FOiJNDIi TfON
-rooT OR FffT
INSTl. -INSTALL£{) LT. _ UGHT
M4X. -MAX/MUIII
M.A.H.w' -MEAN ANNUAl.. HIGH WATER
MH, -MANHOLE
IIIIN. _ MINIMUIII
MISC. -AIISC£U.AN£(){JS
N.r.s. -NOT TO SCALE
0'< -OI'f"~L
O,C. -ON CENTER
P.S.I. -POUNDS PER SQUARE: INCH
""'" -RWffOKCING
R.H. -RiGHT HAND SH' ~ SHErr
SPEC. -SPECIAL ON SPECIFICATlONS
SO. -SOU4R£
" ~ scm
STA. -STATfON
r.o.F. -TOP OF FOUNlJii4T7ON
r.O.w. TOP OF WALL
T.S. TOP OF STffL "". ~ """"" W/ ~ WI",
W1>. -W,ATER
W.W.M. -WflO£D WI~ MESH
EROS/ON & SEDIMENT CONTROL NOTES
MANAGEMENT STRATEGIES
I. CONSTNUCl7ON 11WTIC SHAlL iK LIIrIITrri TO rH£ CONSTRUCl7ON EHrRANC£.
2. CONSTRUC7IOH SCQII£NC£ SHALL B€ PHASED TO AIfOfO lEAVING I.ARG£ N?£AS EXPOS£D FOR LONG PBYOOS OF TIM€.
J. 1DH'ORAI?Y Sffr) AND Al/JJ.CH SHALl. BE APPiJ£f) IlllJEC)ltJ,my FOU.OWIHC ROUGH """""" 4. S£DIM£NTAnoN CONTROl AlE)J.SUR£S ~LL BE INsP£CTrri CONT1NIJOUSll'; ~£ y
FOU.OWING SlORAI £i'FHlS TO LOCA~ FM.INC CONTROL MEASUR£S AND CONlJtJCT
ROIJ11NC ¥AINT1:NANCE OP£RA7IONS.
5. !H£ COfoISrHUCOON ~T SHAI..J. INFORM AlL ON-SffE WORKERS OF THE
Sl1JIMDflAnoN CONT"RO/. P/?OGRAAI.
~GETATILfC CONTl?Oi. PRACnCES
I. rGlPSCl'L S1"OCKPIUNC: roPSOtL SHAll. BE SrRIPPCf) FRON ARC"AS TO B£ OISrlJRBfD
AND Sl"OCKPILCD FOR /.ATER IJS£. STOC/(PrLE LOCA"TION SHAll. Bl: APPHOVCO f}Y fflE
0WNfR AND ~CJ.PE ARCHITECT AN(J BE wmHN UItIIT OF WONK.
2. T"l:MPORARY SF£OINC.. 7HE T"l:lIPORAR'Y SElJIMl:NT iJASIN, TOPSOIl. S1"OCKPfL£ AH() ROUGH
GRADCD AIWIS SHALL Bl: Sl:£Dl:[) Wlffl WINTER 1m: AT A Rtl.T£ OF .JO LSS. PO AC.Iif:
ANI'" SOILS ~T ARt: l..UT EXPOSff) ANO UNOfSTVR8l:lJ FOR MORt: l"HAH XI LMl'S SHAlL
8£ TCAIPORARILY S£ffI£D.
A. SIrE PNCPARA7ION
-C(}MPI..flC AI.L ROUCH GfW)NoIG 14CTM7lES -~ ALL ROCKS ANO IJ€BRlS iARG£f? THAN .r IN OWH:7E:R FROM ~ TO 8£ T"CMPOIWIfI.Y SfflJED. -£lD>ILY APf't.y LIM£ 10 ACHf£IIC A PH VALVE" or 6.0.
-EVl:Nl.Y APPlY 14 lRS. OF 5-10-/0 IWAL"fSIS fTRmlZER 10 A DCP1"H OF 4" USINC
SUITABLE £QtIIPMOIT.
-S£l:D8£D IS TO Be /.EFT IN FIRM AN[) SMOOTH CONDIl"ION.
-THE LAST 71LLAG£" 0Pl:Rtl.7TON 5HAl.L Bl: PD?FORU£t) ACROSS T"H£ SLOP£.
8. ESrA81.ISHIII£NT -l:I£NLY APPLY SE£t) 1N,4CCOfWANCl: IMffl 111£ SP£Cf£S AH() RATE JNDK:ATa! AlJOIIF
BY lEANS Of" BROtIDCASnNC OR /oIY'DROSITOING,
-/IN/.£SS H"I1JROSffD£l), CO~ S££t) WITH 1/4" ro 1/2" or TOPS(){/..
-Amy IIItJt.CH OR CROSION CONTROl. 8t.ANKa !MI.IUJ/ATnY FOLLOWING SffDINC.
-1-£jIi'IfY Sl:CDINC LMl£S f/f/7Ti ENGINCCR/IAHD~ ARCHff£CT. Ir
~ ARCHffECT DC"/£RItIIN£s 1/IAT SE£t) CANNOT BE APPt.1£D DUE
TO CL~1l; TOPSOIL SHALL NOT BE SPH£Al) AND Al/JJ.CHING SHALL 8£ APPtJ€D TO
7Ti£ £XPOS£1) SURFACE TO STABILIZE SOILS UN7TL 7H£ NEXT" ~
SE£DIN(; P£RI(){).
-P£NMANEHr S££OINC SHALl. 8£ APPi.1£D B£TWE£N APRIl. 15 AND S£P7EMBl:R XI. ~JlPORAHY SEl:DINC SHAI.J. 8£ APPI..J£D TO ALL 0/STlJR8£D AR£;4S 0II1SI0£ TfflS 7111£
FRJ<ME, VPOI-I ~ flY mE E~ N?CHfTff:T.
a _TFN<NCE
-ALL S££D£rJ/All.lLCHCO ARCAS SHAll. 8£ INSP£CTrri RECUJAR/.Y 1(1 ~ OOT A GOOO
STANO IS MAlNT"AIN£I). AR£AS SH4I.J. 6£ REPNRflJ AS N£C£SSARr.
NONSTRUCTURAL CONTROl.. PRACTICES
I. SCAR/FlCA7TON.· £XPOSC{) SLOP£S EXCEEDING .f:1 SHAlL 8£ SCAR/FIa) AT RIGHT ANGt.F:S TO fflE SlOP£. PROVIO£ P£RIODIC UPGHAJ}(NG OF SCRRA7TONS (Jt)RINC EXPOSED
PCRI(}i) UNTIl I£GE7i11I1OH IS £SrA£I1jSHED. PfNM/J£ Io£GlTAI7I£ COIo£li' AS SOON AS "'="£
2. SmlW MULCH: ~w M/JtCH SHAlL 8£ APPLIW IN CONJUNCT1ON WITH
rnH'ORARY/Pl:RIJAN£NT SECOING AN[) TO GI'WJ£D AR£otS WHJCH RflIAIN EXPQS£O
OOTS/O£ OF If£COMM£NDCD SCCDING 1141B". AltlLCH SHALL BE APPUl:D AT 90 LSS.
PER 1000 S.F. CONTRACTOR SHALL PCRIOIJIC,4LLY /NSpreT AND REAPPlY AS NEC£SSARY,
PARTlC/.ltARl.Y FOU.OWINC SlCNlFlCANT S"/OR'M MII~.
J. TOPSOIl: (;ISnJR8£[) AIi'£4S SHAlL 8£ 7OP$OIi.CD PRIOR TO SEW APPtJCAl1ON.
APPUCATlON ST.woMOS:
-NEMOVC Ail ROCKS ANP OC11R/S om? 1"-1 1/2" IN DlAlrU:7E:R,
-SCNi/FY S/JIff"AC£ PRf()f( TO SllJ) APPI../CJ.TION.
-APPLr 6" ()£PTH or TOPSOIL.
.. SILT f"ENC£: SILT FVK:£ SHALL 8£ INSTALLED Af1IOUN() 7H£ P€RIIJ£T"£R OF THE SITE.
AT C/}L1ICR7" ovn.a LOCATIONS. OR AS 1NDICAl"ED ON 7HE DRAWINGS. SILT FENCE SHALL
8£ 1NSP€CTa! AN() REPAfRB) ROIJT1N£l.Y, £SPl:CW.LY FOLLOWING SroRM E¥£NTS UNTIl
THE SI~ ~ BEEN STA8Il.IZ£D (~.> 7OX) BY VEGlTA71ON.
STRUCT/JRAL CONT"I?OL PRACTICES
I. RIP-RAP 0011.£1" PR01CCr1OII: RlP-RAP SHN.L 8£ PROItIO£D AT Ail PIPC ovn.ns TO
111£ 1IfJZ.AND. ~~1iML SH4LL Bl: HARf), 0IJRA8IJ F1£/1) OR QUARirr SroN£ WHICH IS
ANCUtAR AND RtSIS~ lJROI(ING DOWN WHEN EXPOS£[) 10 WATER OR I'I£ATH£RINC.
2. CONSTlWCl"/ON ENTRANCE: CONSlRtJC7TON ENTRANCE SHAlL BC CONSl1NCTa! IN
ACCORLMNCE WffH 7H£ Dlil'l1I'lIVGS.
J. OUST CONTROL: A WAmf T/WC!( SHQIJ(O BE tOQl,W aN_SITE FOR (XIsr CONfflO/.
WH/L£ WORK IS PROC£EOIN(;. ~ S£OIIrI£NTAl1ON CONl1fOI.. lIEASlJR£S SHAlL 8£ CH£CK£O WEE1d.r ANI) NTER EACH SIGNIFICAJ(T RAINFALL fi£NT. 11-£ FOJ..J.OWING
ITEMS SHN.L 8£ CHECKm IN PAR71CUtAR:
A. RIP-RAP OUTLET PROTECTION SHALL Be CH£CK£D R£CiJ1AR/.Y I7)ff S£OIM£.NT
NXUMIJlA1ION. IF S/CNIFICANl" AAIOUNT"S OF S£T)IItI£NT ACC/JMUi.ATC. RlP-RAP $HM.L 8£ R£MOIIC{) AND RePLACED.
8. Sll.T FENC/NC 5HAI..L Ill: 1NSPreTa! R£r;/IIMl.Y FOR UNlJ£RM/NINC AND
WT£RIORA7TON. R£iI()VC S£DW!NT FROM t1£HINI) ITNC£ WHEN IT BECOIJ£S 6
INCH£; DEEP. c. 5fft)£()/AltlLCHcrJ AREAS SHAlL 8£ 1NsP£Cl"ED REGVLAfft.Y ro SEC ~T A IXJOD
STAND IS MAHfl"A/N£l). AREAS SHAJ.J. 8£ Rl:PAIR£D AS N£r:£SSARr.
SIt T FENCE INSTALLATION NOTES
I. THIS SCDIMCNT 8ARRI£R U7T1.1Z£S MlRAFI ENiImOFFNC£ (Ir;JOX) OR ffIUiJ.L IT IS O£S/GN£O FOR SlTUAflONS IN WHICH ONLY SH££l" OR OVERlAilf) FLOWS ARC EXPCC"fITi.
2. THE H£/GHT OF THE £Wmi£R SHALL NOT EXCEED 36 INCH£S (H/GH£R BARRI£RS M4Y
IIrIPOUNI) KlLlIU£S" OF WAIlR 51.JfT/C1ENT ro CAUSC IM.IJRE OF TH£ Sr1WCTI.JPE).
llI£ALLy THE F1I../""ER FENC£ SHAi.J. BE PLACED TO FEET AWAY FROM THE roc OF SlOPC.
.1. WHEN JOINTS ARE N£C£SSARY, FiLTER FABRICS SHALL 8£ SPlICED roGETNER OM.Y AT
A SUPPORT STAKtS WITH A ltIINIiIIhJ 6-1NCH Otf"Rt:AP, AND SECUR£/. r SEALED. SEt: IlANUFACI1.IR£R'S ~l/(]Io(.
4. STAKES SHALL N£ SPAC£l) A AlAXIIJUlI OF 10 FEET APART Ar THE BARRf£R LOCATION
AND OR/V£N S£CI/REI..Y INTO THE CROtINO (MlNIItIUII OF 12 INCH£S). IN APP/../CA11ONS WHERE HEAVY FlOWS ARt: EXPECTa! StICH AS /N-S7li(jW /N$TAI.1Ar1ONS STAK£
SPACING SHAll. BE PCN MANUFACnmcR's R£C'OI.IAI£"NLM11ONS AND/OR "THE £M1RONMl:HTAL PROFBS/ONALS R£COW£NOA1IONS.
5. A rRCNCH SHAI.1. ilE EXCJ.~Ta! APPROXMfil.my 6 INCH£S WID£ AND " INCH£S O££P ALONG 7H£ lINE OF STAKES AND UPSLoPE FROM 7H£ BARRIER IN ACCORiJANC£ WITH
ItIANUFACTlJIfOf'S R£CfJMMl:NDATIONS.
6. 111£ PRE ,ossfJJlJ/.£{) SILT F£NC£ SYSTEM SHAi.L Bl: UNROlLaJ, POSI7lON "THE STAKCS
ON THE OOWNfflLl S/lI£ Of" 7Ti£ 7R£NCH AND HAAIAIUf 7H£ STAKES AT l.£A5T 12 INCH£S INTO 7H£ CROiJND.
7. !H£ 8OTTOAJ SIX (6) INCHES OF "THE FABRIC SHALL 8£ /All) INTO 111£ TRmCH TO PIiFYENr IlND£RU/NING £If' S70RM WArEIi' RfJIoI()Fr.
8. ~CKFII..L "THE m£NCH OVER ffle F1l.TFR FABRIC ANt! COMPACT SI.IFRCIl:Nn.y ro PRa£NT 1"H£ RUNOfT FROM £ROllIN(; THE SACKF7U...
9. TH£ FABRIC SHALL NOT Df7E:NO MOR£ ~T .16 INCHES ABOIof" TH£ 0RICINAl. GROUND S/lllFAC£. F1l.T"£R FABfiIC 5H'.U NOT ill: STAPt.£D TO £XISTTNC TRffS OR SUPPORTS
OTHER THAN THE STANDMD STAKES.
10. fNSrAil£D SILT fCNC£ ~Rm£WS SHALl BE AlAlNTAIN£l) ON A RECUUH SCHElJULE WHICH ~Y BE PR£SCR/8£{) er THE LOCAL, STArE OF FED£!W. R£GUI.ATORY
AUTHORfTY; BUT, AT IIINIAJUAI SHALL N ai£C1(ED WEEKLr AS I+£l.l AS AFT£R EACH
STORIrI £Io£NT. M4/NT"ENANCe SHALL CONSIST OF AN 1NSP£C7TON OF "THE ~ /.ENGTH OF T"H£ BARRI£R TO lJ£TUNJN£ Ir IT IS FIJNC7IONINC AS INTDID£D. )ll 8I?£AKS, OfJACHff) FABRIC. SLIJAJP£D FABRIC, CLOCCEO FABRIC, AND IJNlJ£lNIN£l) AIi'OIS SHALL BE F1X£D T"H£ LMY OOT 7Ti£Y ARt: OISCO'fE"R£O.
1/. ~k~~~f~HFjj ~~~~~ 1t~7!if1ED
FOR TEARS, Cl()G(;ING OF BR64KS. ALL 0CF1CIENCIES SHALl. BE CORR£C7Ff) ~TnY £/TH£F? 8Y R£PA/R OF REPt.ACOI£NT" OF 7H£ Sll.T F£NC£ IWmIEP
AND/OR STAKES AS N£CD£l).
72. SILT FENCE [J!J.RIf/£'RS SHALL 8£ REMOVED IIM"N tHEY HOII/f" S£RI.£D THEIR Uscn.Jt PURPOSE, BUT NOT !JEFORl: 7H£ UPSLOPE ~ ~ 8ffN Cl£NfUJ OF SILT AND ~YSTAB/l.IZED.
HA Y BALE INSTALLA TlON &-MAINTENANCE
I. -"'IY BALES Sl4'.LL Bl: P!ACEl) IN A SfN(Jl.E ROw, UNG7TiW/S£ ON 1HE CONro/JIi, WITH
£NOS Of" ~ BALlS 7TCHrL Y A8U171NG ONE AN07H£R.
2. Ail BALES 5HAU 8£ £lTHQr WIRE 8OUNf) OR SrRINC 7/CS. MES SHAll. 8£ INSTALlED so OOT BINDINGS ARE Dli'l£NTED AROUIID 7H£ s/o£s RATHER THAN ALONG 7Til: TOPS AND BJmJAJS OF lH£ fW.£S ro PRf.Veff O£:rr:RtORAntJN OF me 8fNO/NGS.
J. THe BMf(f£R SfW.L 8£ £N1RENCH£D AIID BACKF7U..l:D. A 1R£NCH SHALL 6£
EXCJ.VAl"ED THe W/l)7Ti OF A BALE AND THE LLNGTH OF !H£ PROPOS£1) &4RRIER TO A
MINMIUM DCPlH OF FOUR (4) INCHES AND A MAXIMI.MI DEPTH OF S/)( (6) 1NCHl:$. N7CIP THE 8Al.£S ARE STAK£D AND CHINKED, T"H£ EX~I8IITa! SCI/. SHALL 8£ BACKFII..i.ff) AGAINST THe twmIER. lJACKF1ll. SOIl. SflALL CONF"ORIJ TO 7H£ I;H()(}NI)
LE"I£L ON 7H£ DOWNHILL SIO£ ANt! SHAU 8£ 8U1IJ UP TO Ff)UR (~) INCHES ~GAINST
7H£ UPHII.1. S/O£ OF THE BARRIER.
~. £AC}{ lW.£ SHAll. 8£ .s:t"ClIR£I.Y ANCHOR£D BY AT l.£A5T 7lI1) (2) STI«CS OR R£lJARS
DRIV£N 7TiROUGH "TH£ BALE. 7Til: FlHST STAKe IN EACH BALE SHAU 8E /)RIII£N TOWARD THE PM'IIOUSLr /All) BALE TO FORCE rHE BALlS T"O(;CTHf:R. STAKES OR RflWI'S 5HAU BE OR/IIVI DffP ENOUGH INTO 11-1£ CRO/JN{) ro SCCUR£/. Y ANCHOR
THE B~I..£S,
5. THE ~ 8ETWEEN fJAl.ES SHAi.J. BE CHINKED (FIu.EO 61' wtDGING) W!7Ti S"1HAW ro
ffl£Io£NT WAIl"Ii' FROM ESCAPINC 8E1WCt:N 7HE lW..£S. (LOOSE sm.IW SCA171J?£1) Dtf)I' "THE ~ IIIUl:DIAmy IIPHItL FHOAJ A SmlW BALE 8AMI£R 7E:NDS ro INCR£AS£
I/ARRI£R £fflC/£NCr.)
6. ftoIY 8iI!.ES GENERAJ.LY O£TERIORA7E IN 2-6 UONTHS NIO THt)S NEED R£PiAC£Al£NT.
7. /NSPCCTION SHAlL lIE F1?£OU£NT AND REPAIR OR R£PlAC£MOff SHALL 8E ~ PROAIP7l.Y AS N££O£D.
8. 8Al.£ BARRI£RS SHALl. 8£ REMO~ WHEN 7H£Y ~I.£ 5£RVC() 7Ti£/R US£FU/.N£SS, BIJT
NOT ~ THE UPSlOPE AREAS HOllIE" BEEN ~rLY STA8Il.IZEJ).
DEMO NOTES
I. COfflRACT"OR SHAlL Ill: RESPONSIBi.E FOR ALL R£J.OCATIOII. INCiIJOlNG 8U7" NOr llAl/7Ff) ro. ALL UTIlIT1£S, STORI.I DRAIIWJ£. S1CN5, 7"RAFTIC SlCNl<i.S .. PCUS. ETC. AS RCQUIRW. ALL WORK SHALL BC IN ACCORDANCE wmI ~ AUlHOR/11£S SP£CiI1CA71ONS AND SHALL BE N'PROYCf) SY SUCH. I4lL cosr SHALL 8£ INCLIIOCD IN -"" 2. CONTRACTOR Sk<llL ERECT AND MAINTAIN SAFETY BARR/CAD£S AND POST PRI1POR N071C£S Pf?IOR TO THE COMMi:NC£M£N7" Of" IIt1RK.
.. CONTRACTOR SHN.L PROmT EXISTING SITe IAIPROII£I/£NTS. APPI.IR7E:NANC£S. IIIND
!JWDSCN'ING ro RfiWN.
5. CONTRACTOR Sk<llL AlAlNTAIN EXlS7TNC UTlLITI£S TO REMNN IN SOMC£ AND PHO~CT 1H£IJ FFIOU aw4Gt 0I./RfNG DaIOI.J11ON 0PC1IA7TON5.
6. (JO NOr ~Gt eX1Sl1NG IIT7I..ffI£S TO REMAIN WITHIN PRO.I£CT~. ALL lMWIGt TO
EXIS71N(J IITII.JT1£S TO ROIAIN SHAlL IIC R£PAJR£l) AT 7H£ CONTRACTOR's DfP£NS£ TO
THE SA7TSFAC7TON OF 1"H£ UT1UTY DWN£R,
7. CON7RAC1"OR SHN.t I'ROMPTLr TrWiSPOIIT D£AKJtJSH£[) MoI/Di'W.S Off OWND?S PROPO?TY AND L£GAilY DISPOSE OF. DO NOT I4lLOW ODIOUSH£O M4~L ro COU£CT ON SIr£. CONTRACTOR SHALL PAY ANY DiJMPINC FEeS.
6. rHBI£ SHALl. 11£ NO BURNINC CF 1X/JOl./SHf:l) U41l7iW A/.l.0W£l) ON SIrC.
S. COfflRACT"OR SHALl.. C()()R()fN,4TC WfTH OWNER FOR ANY ITEMS TO 8£ TURN£() Ot£R TO """".
10, O£/JOUSH AND R{Mt)!Il: ALL PAIfitENT, stAaS", l.JCHl" POlE 845n: f0071NG5, $UII$~CE" CIIJI£NTS. ~O/.IS IXl1RIS, £T"C. Wf7TiIN PROP£IIITY ~ VNL£SS NOTED 07H£fMtSf.
11. CON11?ACrof( IS HESPONSI8l£ FOR CONT"ROf..LING IXIST SO OOT DlIST IXICS NOT Cfi{ATC A NII1SANCl: ON AlJJ,A.C£NT ROWS Of? 1'ROPC1fl7£S. STrc CONf7iIACTOI? SHALL lIE R£SPONSIBi.E FOIi STRff]" SWlIPING NIO CJ.T"CH BASIN CL£ANIN(; AFT£R EACH PHASE or
CONST1tI.JC71ON NIO AS N£ff) IS lJE7DtMIN£() 81" THE I.ANOSC#'C ARCfUTECT"/CNCfN£CR.
12. CON71WJTOR SHAi.L REJKM AND QISPOSE OF ANY NWIOON£{) SUBSURFACC SOIL
AIlSORP7TON SYS/VII (.S4S) AND JllSC£LJ.AN£OUS O£8N/S.
IJ. 110 ACrMrr OTHER 1"HAN NORIMI.. MNII1CNANC£ SHALL (X"C/jIf oursnx OF UJIIT or WORK LIN£S AS SHOWN ON PLAN WlrH()fJT THE APPROIIAl. or THE UNOSCAP{ ARCHflCC7/ENCIN«R.
14. 1"H£ CON11?ACTON SHALL NOTIfY lIfG SAF£ II 1-68B_J44_72JJ Pf?IOR TO
COMMOICOIOff OF ANY DDIOI.llION/CONS7liUCr1ON AC1M7Y.
lANDSCAPE NOTES
I. "TH£ CONTRACTOR S/oW.L VERIFY fINAl. SELECTION OF PLANT M41"£R1ALS WITH 1"H£
1.AN{)SCAP£ ARCHITECT AND OWNER Pfi10R TO INSTAll.A7TON.
2. NO PLANT M4rEli'W WItL iJ£ ACC£PTCO WHICH DISPlAYS MA..IOR IfiN£C/JiARITi£S OR llo4M4et: THE 0WNE1f/lANDSCAP£ ARCHff£CT RUAINS THE RlCHT TO R£J£CT" ANY PLANT MoI1Fm4L /)££)/£l) UNFIT.
J. WARIWI1C£: roR A PERIOf) OF nit! CROWIN(; S£AS()IIS I7f()AJ THE lN4~ ~T THE IM7I'i'/(
UND£R THIS CONTRACT IS CU7TF7£D AS SUBSTNfllALL Y COAJPlfl£. THe COI'fT"RACTOR
SHALL· I) WA_lrr ALI.. PUWTS N«1 SffD£J) AROlS UNO£R mlS CGN7'Rtl.cr; 2)
REMOV£ AND REPlACE OURIN(J THIS GUWANTC£ P£N/O{) PI..AN~ WHICH Of{; OR ARt: IN
POOR CONDmON AS IJ£TCRIi/II/£D BY 7H£ OWNER;"') R£PI.ANT" WfTH STOCK OF SA/Jl:
SIZE AND ()U4L17Y AS OIW/NN..LY SP£C/A£D; 4) C/Ir' AND AlAlNTAIN AS sP£CIf7£T)
H£R£/N AT NO AOD/7TONI.l COST IV "THE OWNER.
4. ALL NEW /.AII'IY AREAS SHN.l R£C£IVE A UINJAJtJM OF 4 INCHES TOPSOIL or 7H£ PROPER pH ANO ORGANIC CONTeNT SIJIrABU FOR 1HE H£Al.THY CROWlH OF 1.A1mS. THESE
AREAS SHAi.L Bl: S££O£O WITH A FIN£ 8lAlJ£ /.AWN GRASS S££t) OR SCJDI)£D. NXJIT"ION4/.
OFF-SITE rOPSOfL MolY BE RBJU/REO.
5. Ail M'E"AS TO 8£ AJULCH£O SIIALl RECEM ~ INCHES IrIINIJIUJi lOOk SHREDD£D BMfK
M/JI.CH Wl7"H/N '14 HOURS OF PlANTING UNL£S"S Onl£RWlS£ NOW IN PLAN7TNG ()£TAILS.
6. Ail TRtC AND SHIW8 PITS SHALL 8£ Ar LEAST 2 fE'ET WID£R AND I rooT Il££P£R
1"HAN THE TREE OR SHRUB ROOT BALL ro 8E PiANTCD IN IT. ~ SHtllL BE HIGH QUI4lJ1Y LOW OF THE PROPER pH AND ORCAIIIC CONTCNT SUITABlE fT)R 7H£ HEALTHY' CROWlH OF PlANT JlATERlALS.
7. AI.L PJ.).NlS SHALL BE 1lURS£fff GROWN ANt! CONFORM TO 7Til: LATEST £Of7TON OF
"ANSI zt;O. I, AAJ£RICNf STANlJ4RD FOIf NURSE:RY S7i]C)I[~
~. EACH I'/.ANr 7l:1 fJC rRCC moM 0IS&45C. /I"ISl:CT /NITSrAl1ON, MCCfWoI/CAl INoIIJRI£S.
AN[) IN ALL RESP£C~ 8E S/A7ABLE I7)ff F/EI.{) Pl.AN71NC.
9. EACH PlANT TO 8£ IN THE TOP OF ITS SIZE CLASS Af1ER SH£ARIN(; AND PRUNING.
10. FINAl.. f"()I.mLM7TON PLANTINGS PlANS AND USTS TO 8£ PROI1O£D OY I.ANf)SCAPE CONT1?).CTOR AND SHALL 8l: APPR()I£[) 8Y lANOSCN'l: ARCHITECT PR/()R ro INSTALlA11ON.
II, AD.IACBff TO 7H£ 701' OF ANY IU4US OVER .J6" A FENCE OR WAU. SWJ.L B£ CONSTRUCTa! PER PlAN OOT AI£CT"S LOCAl. 8Uli.0ING COO£ AND Ail D1H£R APP/JCABl.E STATE AND FCtJ£RAL /.All'S.
12. SEE O£T"NL 5H£US FOR AlJCI110NAL O£1"AILS .. 5P£C/FlCMIONS.
1.1. 0fJR/N(J 7H£ INSrALlAT10N OF PLANr AlATCRW.. AN[) OTHER u.Nl)SCAP£ F01IJR£S
~~= ~::~~ =y';IT~~~~mI~roR SHALL REFER TO 7HE APPL/CABI.E SI1££TS Hl:R£IN AND K££P A R£COR{) OF ON-SITE
CfWIG£S AND Pf.AN/SK£1CH REVISIONS THAT MolY AflCCT UTN.JTY ANt! ()/lNN.'.G£ LOCAnDNS.
14. SHOULf) GC OR ANY SUBCONTRACTOR l:NC()()NTffl A IJISCREPNiCE/CONFUCT IN T"H£
PlAN AN T"H£ ACML LOCA7TON OF A SI7F FEATlJRC, ffl£ CONTRACroR SHALL CONTACT
THE" ~ ARCHflCC~ AND OWN£!? /MIIflllMmr.
15. AlL ~ DISTII1i8£t) lJ/JRfN(; CONSrRtICT"ION NOT O£SICNtl.TCD ro REc£/Yl: Dl"H£R
11?£A1JI£NT SHALL 8£ LautEP TO A IIINIMIHtI «PlH OF .fw AND S£'l:{)fl) IN
ACCOROANC£ Wf1}{ "THE FOJ..J.{)W/NC:
A. INCORPORArr CRO/JN{) LIIrI£STON£ INIV Al..L N?£AS TO 8£ S£El)£{) AT A RAT OF
15D LBS/I,OOO S.F.
8. APl'{y /0-6-4 fTR7TL1Z£/? TO AlL AREAS TO BE 5£COB) AT A W.7E OF 2
UlS/I,(}(){) s.F.
C. "fH()/(()(J(;HLy 1NCOf?P()Rtl.~ LIAJ£ AND FEK11UZl:R INTO S££t) B£l) ro O£PTH OF
.1" 8Y OfSCING OR 071E/? APA'l!:lVED M£T"H(){).
D. SEED f/f/TH THE" FOLLOWING IIIIX1"I.JRE. APPI.Il:D AT A RAre OF 10 lllS/l,()()() 5oF. SEW MIX:
fWtI£ OF sao k BY WEIGHT iIIN. # PURITY MIN. ~7ION "'~
POS PR£I£NSES " '" '" ,...,."
BMON&~
~'""'~ " " " """<AWN"
ffiH«WN """'
LOUUU PEROfN£ " " " -" """"'"
C. AJULCH AlL S£EO£D M{'AS Wl7Ti S~W AT A RArE OF 5 I.BS/I,OOO 5oF. UNLESS HrlJROS££DIN() WAS /IS£l}. F. ALL SlOPE'S OF .1:1 OR Gl'if)4/l7i' AFT£R 8£JN6 lllW£D, S£UJEl) ANf) MULCHE IN .ACiXJRLMNC£ WI7H T11l: ABOVE SHALJ.. Sl:CIJRff) WITH EROSION C(IIflffOt..
fIi.ANI(£TS (NO. NmrfCAN (;R£CN SI50 OR EQU4l,). O~ ALL Nt:mNG JOfNTS
A IIINIIJI/M OF 6" AND S£CUR£ WITH DOUBlf; ROW OF STAPL£S.
16. Ail SlOPl:S S7E£P£R THAN 1:5 SHALL 8E ~ w/ EROSKIN CONTIfOi. FABRIC AND /OR IMJROS£EO£D AND /NSPfCTa! SY "TH£ /..ANlJSCAP£ ARCH/T£CT.
MATERIALS CON 'iT RUCTION NOTES
I. Ail CONCRO£ SHALL H-IYl: A COMPII£SSIItF S7R£NGrH OF.fOO() PSI AT 26 ~>"S, UNLESS D1H£1MIS£ SP£C/Fl£1). 2. ALL /f£INfrJRCING STFCI. SHALL 8£ AS1II A615, (;RADl: -N), UNI.£SS OTH£RW/Sl:
SPmRm
.1 PROVIDE A AIINIIIUIrI C/.£ARANC£ OF 2" 8£1WECN OU"fS/D£ OF ST££L AND FACE OF
CONCRETE. UNt.ESS CAST" AGMrISr EXPOSED SOIl. IN WHICH CAS£ A MINIMIJAJ OF J" OF CL£ARANC£ IS R£OUIR£[).
PERMITTING
bod Surveyl"ll, Site DHlln,
ypdnape Anilitettlln, Pl .. nlnll
Envlro'''''tlItal Pennlttlng
pll: 4Il.56ll.t9115 fax: 413.568,t986
48 SclNlDl Stred' P.O, Bo~ 640
Wntlield, MA 01086
rbbJld,com
"" z ~9 z Eo< .. ~:s tQO > .t:-S ~ ~ ~ ~-<
'"' ;)N::;: 01:1:1 ~~e
1:1:1 1:1:1 at.s = ~< I:Q~
Q -!~ ~ ""z = < 0 ... -< "'= "" r-::;: ~ ~ ~ E-< Z ... O~
Z" ~
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Joe Tirone &
Ral"ph Depalma
36 Capterbury LInt"
F_II", HUh, MA 01030
UNAl1T1IOI.JZFP At TERATION Of
THIS lXJCl!J.lENT ISA VIOlATION
Of MASSACrlUSElTS STATE LAW
, GENERAL CONSTRUCTION NOTES
7. PNI()R TO 8£GJNN/NG CONS77WCT/ON, nf£ CONT1?ACroR OR HIS AUT/'IOHIZ£()
REPR€SENTATM SHALL COIWEN£ A PRC-CONS77WCrlON CONF€R£'NCE 8UWEEN THE
CITY/TOWN RCPRESEHTAilVES. CONSVlrtNC £NCINE£R/i.ANlJSCAPE ARCHITECT, UTILITY COAIPtWr' fiEPR£S£NTATMS. ANfJ AI« OTI£R AFFCCrED FWm€S.
2. fflE OWND? .AND Ii' I.£IICSWC ASSQCj141l5. INC. AND/OR THEIR REPl?£SENTAilvr:s. IN PRCFWmiC THESE PLANS ~I.£ ArTl:MP7ED ro LOCATE ALL EXlS11NC UnullES IN me
PRO.JECT~. HOH£I.£R, 7H£R£ MAr BE uml7lES oor Wf1iT NOT OR COUlD NOT
8£ LOCMU). IJNOfJlGRO{IN() UTIllTl£S SHOItW ON riff: PU.NS ME IN N'PROX!W.T£ LOCATIONS ONLY. THE: CONrHACTOfi: SHAll. O£TERMIN£ rHE: EXJ.CT LOCArIONS AND EU'VA rIONS OF AlL EXISllNG UnLlT/£S 8£1T)R£ COMMENCIIKi 1IQ'i')I(. nil: CONrRACTOR
S~Li. PILL AlL APPROPRIATE 1ITIU7Y CCNFWi/ES FOR LOCATlONS OF THE", lJiTLf1/£S
AT lEAST 48 HOIJHS 8£FORE CO/IIMCNCING £"XCAW.17ON. IN rH€ EllCNT THAT A UT1/JTY
IS sn1.I.ArED SUCH THAT CONST/WCTfON C4NN()r PRQCCffJ AS SHOWN ON THE PlANS,
THE PRO.I£CT ENGlNfIR/lANOSCN'E ARCHfTECT AND OWNER SHAlL 8£ N01IREV IlrlUEDlAmr.
J. THE SITE C~CTOR IS R£SPONSJ8/.£ FOR N« AND ALL ~G£.S WHICH OCCUR DII£ TO HIS F""WHE TO LOCATf: AN{) PR£S£RI.£ AN'f AND ALL UTll./7l£S.
".. CONTRAC7I)R SHALL PROI1O£ ntO SETS OF AS_BUIlT DRAWINGS. PRfOR ro fINAL
PAYJlENr. AS_llIlILT DRAWINGS BY A REGlSTER€D lAND SI.!RYE"rOR SHALL /NC£~ AlL
INSTAl1.m UTILITIES WITH ilERl1CAL AND HORlZONoo.. WC,A.7/ONS AND 8£ ~TlSFAcrGfff TO me 8UIl.DINC tJFFICW.. FOR ISSUANCE Of" A CER'f/f7D,!r: or OCCUPANCY.
,. AlL f1Ll WORK RffJU/R£D TO BR1NC THE PI?OPOSEO li'O'IO~r UP IV SUB-GflA/)£
i£I'U SHALL CONrORM ro /rIffl) SPECfF/CArTONS SECTION 150 AND SECTION ,~-79C.
OF TOWN COD£.
6. CONSTRUCTION SHAll COMPLY WfTH Ali. APPt.1CABt.£ CO'IERNING cotJES AND 8£ CONSTli'UCrED ro SAM£.
7. AU. WOR/( Ifof nf£ CITY H1GHT-OF-WAY AND £AS£M£NlS SHALL 8£ IN ACCORDNfCf:
WITH THE C/TY/TOWN Sl'fi:lFlC.'.TIONS ANO ~CfflJSCT7S D£PART/J£NT OF TRANSPORTATION STANtJARf) SPECIFICATIONS FOR RO;W AN/) BRIDG£ CONSTRlJCTJOIoI. UTEST WlTION.
8. rHo CONTRACTOR SHALL GM me CfTY/TOIm A NINIU/JU OF 48 HOURS NOT/CC S£roI?E B€CINN!NC [;I,CH PHAS( OF CONSrRUCT1ON.
i. CONTRAC7"OfI" IS i?£SPONSI8I.E FOR R£PA/RS OF ~GE TO ANr EXISTING
/UPROIICMENT'S DURING CONST/?IJClION. SUCH AS. 8(lr NOr UMlrro roo DRNNAGE, UTIUflcs. PAIof"MOo'T. SrRlPING, CURB, ETC. R£PA/RS SHAlL BE EQUAl TO OR BETTER THAN EXISTING CONOIl/ONS.
10 • .ALi. IIOIi'K SHALL BE PO?FORItIEO IN CONf"ORMANCE WITH THE CONf)fffONS OF APP/?()VAL 0iJrllN£0 IN ALL srAll: ANt) LOQIL P€RMI7S. COPIES OF THE CONDITIONS ARE /NCL1JOEl) WITHIN THE PROJECTS l"ECHNJCN. SPECIf1CAT1IJNS. n£ CONTRACTOR ~u. 8£ I?ESPONSIIJl£ FOR RCVIEWfNC THIS INf"ORU4T1ON PRIOR TO CONSmtlCnoN
ANO C'ONf"ORI.IING TO THE CONOfl1ONS AS REQUIREl) lXfRfNC CONSTRUCTION.
fl. THE GENERAL ctJNT"NACTOR SHAJ..t UNNTAIN rHE JOB CLEAR OF rRASH ANt) 0EtJR/S. rHE WORI( NiEAS ARE ro 8£ PICKW UP Ar rHE ffl() OF EACH //tORK ~r.
12. ANY l"CNPOIW?r FACNJT1ES FOR rHE STORAGE OR PROl"ECTION OF TQOL5; WUlPMCKT
OR Uo4~ SHALL CONF"ORM 10 LOO4I. REGlJU.7/ONS ANO SHAll BE rHE CENERAL ComRAClORS RCSPONSIBILITY. THESE lXJCIIMENTS 00 NOT INCLI.JO£ THE NEC£SSARr COMPONENTS FOR CONS11fUC1ION WUY. .wrn: CARE OF ADJACENT PROPERT1ES
DURING CONSTRUC1"ION. ANO COMP/.iANCE WITH STA1£: ANO FCDERAL REGI.IU.T/ONS
REGNWING SAFUY SHALi. 8£ THE GENERAl.. CONTRACTORS R£SPONS/BItflY:
13. THE (;£N£RAI.. CONTRACTOR ANO HIS SIIlICONT7tACTORS SIW.I.. VfSIT THE SfTF ANf)
8a:OME FAMI/JAR WITH ALL CONf)I7IONS PRIOR ro SUSIJITTIN(; HIS PROPOSAL. NO
£XTRAS OUE TO UNFAMIlJARIrY WITH rHE EXISTING SITE OR ~ CONOfTIONS W1tL BE AlLOWEJ).
1'1-. CONT7?ACTOR SHALL BE /?£OI.IIREO TO f'£RFORM nNAL CLOWIJP CONSISTING OF ClEANING 1Hf: f'ftOPOSEl) ~GE AND SCWEN S"fSTE",S OF AI.J. 0flIRIS PRIOR 10 THE ACCEP7ANC£ BY THE OWNER. ADOfTTONAllr. THE PROPOSED ~r SIW.I.. BE C/.EANEO AN!) Slle'r sr THE CONrRACTOR PRIOR TO ACCEPTANCE.
IS. ALL DfC'.VA71ON SIW.I.. COIJPLr /IIITH O~:S LATCST STANDARDS. AU
REQlI/REIIENTS OF QWII'S E~VA71ON STANOtAROS ~u. 8£ PRrM/JED sr THE COfflRACTOR INClI)DfNG. BUT NOT L/l.JJrEO ro, THE: PRCMS/ON FWr A COMPETENT PENSON ON SITE _GEIi' ANO ANY R£'QUIR€t) DOCUMENTATION ~r MI'Ir REIWIRE CERTlF/CAOON BY A I'ROITSSION4L ENGINEOf. THE OWN€R, THROUGH ITS ENG/NEor,
SHAll EXPfrESSl.r NOT Pl?(MllE ANr OF THE ABOl£ R<QUIREMENrs 0ES/GNA7ErJ 8Y
0SH4'S D'OIldmON STANIW?().
16. THE CONTNACTOR SHALL BE SOI.£Lr R£SPONSIBI..E FOR THE COST OF LA"t1NG OUT ALL f7D1S OF THE IIORII' 8o'.S£t) ON CEKTNN HORIZONT:AI.. C'CJNTffOt ANO BENCHItWif( SI.IPPLI£() 8Y THE SIJIi'\£rr:JR OF RECORO. ANY DlSCIICPANCIES SHN.L 8£ IIII.IEOiI4TELr R£I>ORTED TO TH£ fNG/NffI'r.
17. THE CONTRACTOR SHALL PI'/OVIOE ALL Uo4~, UIKJR, E()UJPM£NT. PEfNlrs ANO APPURTOWfCES NECESSAHY TO PROIIIO(: A COItIPt.ErF PROJECT AS /NCIICArEO ON THE PlANS ANI) IN 7HESE SP€CIF1CATIONS.
18. THE CONTRACTOR SHAll SE RESPONSl8J..E FOR A THOROI.JGH 511£: CXAAIINATION IN OfIDCR ro ~ SITE FOR CONS1RUCT1ON.
19. AI« ANt) AlL ()£MOi./SH£l) 1REES. SrRUCTUR£"S AN/) OTHER RU88LE IMTERfAL
PEl?TNNING TO THIS PROJECT SI+4lL BE DISPOSEtJ OF BY THE CONrNACroR OFT-511£:
AT HIS EXPENSE IN ACCOIiDtWCF WITH All OF 1HC ClrY/TOWN OROINANC£S AN{) ALL APPI.!CABl.E S/;II1£: ANO FaJ£RAi. ENV1RON/JENTAL REGuu,1IONS.
20. AlL PAf£MENT DlSruRB£D BY THE CONTRACTOR'S OPCRA71ONS SHAI..i. BE REPl.Ac£() IN ACCCII?DmC£ WITH THE SP£r}If1GA1IONS AN{) AS SH(}WN ON THE ()IY,'MN(JS.
21. AlL S71/'£IT DfC'.IdIOONS SIW.1. IJC CO/llPI..ETCLr CLOSED Ar THE £NO OF EACH
WOR/(/N(; ~ r BY BActml.LING OR C()I,£RfNC WITH STCCL P/AlFS.
22, ALL w,TFRIAl.S ANf) MCrHOfJS AR£ ro COMPI..Y WITH THE CITY/TOWN pPW STANlW?OS
OR IllASSACHUSETTS H!CHWAY {IWIE7?E APPLICA8t£), UNLESS 07H€RWlS£ DlR£CrEO 8Y
>HE """""'.
2). P£RM/TS WILL BE /?£()tJIRW 8r CONTfifACTOR InfO{ WfJRKING WITHIN OR OCCUP'fING Pl/lIIJC WAY. CCW17?ACTOR IS RESPONSIBl.£ FOR OBTAJNIN(; AU RECUIRED JKJRI(
PCRMITS AND MAlNrAINING A COF'Y OF AlJ. PCfNITS IN A rHREE R!N(; BINOO!' OR
PROJECT EIOOK AND ON-Sl1£: Ar AU tIMES.
24. BACKFILL ifilL B£ PLACCD IN SUCC£SSIII£ LA~ NOT MORe THAN 711fil£ INCHES IN THICKNESS AND SHALL lIE COIIPAC7ErJ ro 9~:r OF MAXIIII/JU 0I?'r' O£NSITY ~
sr STANlW?O PHOCTOR resT (AST/il 698) FOR ALL APPt./CABlE TYPES OF BACKFIlL ~1£:RJ4L. NO F"ROZEN MU"EHW. SHAll BE /.ISED AS 8tl.CI(FlU.. IF; IN THE 0PfNI0N
OF THE ENQ/NEER OR THE ~ THE EXCAVA7ErJ Uo4T£RW.. IS UNS/JffABI.E. THE omR£ MAIn'ML R)fr 8tl.CKRli.ING SfW..l CONSIST OF APPIft:;I~ ~1ofI OR APPROVED BORIfO/If, AS DlRCCr£O. AFmr THOROiJGH TAUPING AROIJNb AN{) BENEATH
THE UnLlrY, A SIX-INCH 1.A'fCR OF" SACKRi.L WILL Be THOROIJGHI.r CO/JPACTED AS FOiJ.OWS: IF mrr. SHAI..i. BE IIOISTENED AN{) THEN CO/IIPAC7ErJ WITtf /II£CIWIICAI.. TAMf"EkS OR sr NAND rAMF£RS HAIlING A TIWPING FACE NOT EXCE£lJINC 25 SQt.W?C
INCH£S IN AREA. THE FINAL Mll£ INCH£$ OF FIWNG II'7Ll, IN ALL 0ISE5; CON$/$T
OF APPNOJIE() ~m THOROI.KiIILr ~
25. CONT7?ACTOR SHALL PROmK FlEW COMRi'.COON VENIflCA710N /.ITIUZIN() ASrM
D.51/i!j-02, STANIJARf) resT ItIETHOO FOR DENSnY OF StJIL ... ROCK IN-PlACE AT DEPTHS BELOW THE SURFACE sr NUCl.£AR AIETHOD5.
26. CONTRACroIi SHALL PROmK FIEI..f) CO/IIPAC11ON 1?£StJt.TS ro ENG/NECR WITHIN
2'1--HOtIRS PR10R ro PLACOI£H( OF INF11AS1RI.IC~ OR fIITUJ.I/NOUS BIND£R.
27. ALL fllL TO 8R/NG PROPOSEO ~WAr UP TO THE Sl.l8-GR4D£ LEm SHALl. D/7ENO p,.sr THE ~ OF THE NIGHT-OF-WAr AT A 2:1 Sf.()P£. THIS IS TO
Pf?(M{)£ ADEOtJATE SUPPORT FOf( THE RIGHT-OF-WAr.
LA YOur NOTES
I. ('"UNIIl'ACTOR SHALL REFER ro THE ARCHfl"ECTlJRAI. PlANS FOR EXACT LOCATlONS AN{)
DMIENSIONS OF 1£S7lBUL£S, SLoPE PAIfNG. ~ D'ff PORCH{5. PR£CISE 8IJi/.JJfN(; IJIMENSIONS ANO EXACr Bl.l!LlJINC UTI/JTt' ENTRANCE LOCATIONS.
2. AlL CONS7RtJCT/ON IN CITY RICHT-OF-WA'tS AND/OR EAS£N£NTS SHNL BE IN
I4CCONfJANCE WITH THE CITY/TOWN STANIJARf) SP£1:IFICATlONS.
.1 IN THE £l£NT OF OISCREPANCIES BE1W(EN LOCAL SP£CIf1CAOONS ANO SITE
SPfClflCU'lONS. THE ItIORf S11?IHGEHT REQUlRDiENT SHALL (;{JJ,£RN.
~. SITE COIfl1rACTOR SHAJ..I.. /?£FER TO ARCHfTB:7lJRAI. O£TI4II.S AND SP(Clf7CA71ONS FOR REOUIREMD1r5 OF CONS7IWC1ION AND JOINT SPAC!N(; OF SIDEWALKS, RAMPS. AN/) C/IRB1NC AlJ./ACENT ro 8Ul/.O/NG,
S. SITE CON!7?ACTOR SHALi. PROrFCT AlJ. lJ£NCHMARI<S AN{) PROPERTY MONUIiICNTA71ON
AN{) SHALL REPlACE OR R£fWff, AT HIS OWN EXPENSE, BENCHI.WiKS AND
/JON/JAIENTATION DlSlVRB£D DURING CONSTRUCnoN.
6. SITE CONTRACTOR SHAI..i. PAINT All. lIGHT POLE B4SB, CURBS, FlHC HI'rJRANTS, PIPE
BOI..U.ROS S/CN ~ ANO OTHffl Sl1£: ANt) /.ITILfrY APPURrFNANCES. CONTRACTOR
SHALL P;l.lNr OR REPAINT FlHC I..ANES IrH£FI£ R£QUIRCO sr LOO4I. COO£:
7. AlJ. STRIP/NC, PAVDlENT~!N(iS. ANO rrwnc S/GNAGE SHALL BE IN ACCORCWK:E WITH THE /IIANUI4I.. ON UNIFORI.I T!W'fIC CON11«X DEVICES. LATEST £1)II1ON, UNlESS
OTHERWISE NOT£{) ON THE P/.JWS.
8. AU 1l'OII'I'( SHALL COUPLr WITH f"£[JCRAL, SrA1£: ANO LOO4I. COO£S NofI) 0RlJINANC£S
INCLI.1DING BI.IT NOT IJIJf1F() TO.' MSHTO, 0SH4, EPA, OEP, .u.ISS HlCHWAr. ANO me rowN OF A(.:<IWA",. me GENERAJ. CONrRACroR SHAl.L APPLY FOR AU. P£1i>IJIrs AN{) SHALL P;l.r AI..L P£I?IJIT REU.1£:D FEES. ALL NECESSARY PETNlrs SHAll BE OBTAlN£D
PRIOR TO THE START OF 1ItlRK.
9. AlJ. DIMENSIONS AND CONlJI7IONS SHOWN ON THE DRAWINGS AR£ TO BE IIFRIF/a) BY THE CONn?ACroR. IF F1£U) CONomoNS IdIRY SICNIF1CNin r ENO/JCH TO R£QUIR£ A CHANGE
TO THE CClNfRACT OOC/JM£NTS. me PROJECT PROPONENr AND i.AND"SCN'C
ARr:HIl"ECT/BfI;INffR SHALL BE NOT!f1El) lIJIJ£DJA1£:lr,
10. THE 51iVG£NERAl CClN7i?ACTOR AN£) SUBCONTRACTORS SHALL CONTACT THE OWNER
AN/) I..ANOSCAP£ ARCHI1£:CT/ENG!NffR SHOI.II..J) HE FINO ANY CONFI..JCT Of? INCONSlS7ENCr BETWEEN THE WORK SIfOIm ON THE DRAWINGS ANO NORUAI. ACCEPT£{) CONSrRUCTION PRAC11CES. OR HE S~ ASSUME RESPONSIl1IIJrY FOR ALL comrIT71ONS.
I!. NfY CORRECOOMS REQUIRED FOR ftEVISIONS ro 1"H£ CfMI"RI4CT ~1IfIW>S JNTT/ATED BY
THE GENERAL CONTRACTOR OR SUBCONT"l?ACTCJRS WflHOiJT PRIOR APPROVAL OF THE
OWNER ANO OR rHE IANDSCAI'£ ARCHITeCl/ENGINffR SHALL BE ACCOMPtISHff) Ar me CONrTeA.C7fJf<S RISK.
12. THE CONTRACTOR SNN..J. BE RESPONSIDl£ roN THE JrDIOi4'I£ ... L~ OISPOSAi. OF ALL
Uo41£:RIAl. NECESSAr« ro PRCPARE THE 511£: FOR rHE NEW CONSTRVCTION AS SHO'HN
ON rHE SITE ORAWINGS.
1.1. /?£PAIR DA/llAGED ClrY/TOWN RaAOS AN/) C/JRBS IN ACCORt:MNCE WITH .¥4SS HIGHWAY
ANO/OR THE CITY,/ToIm REGUl.ATlONS.
1'1-. CON!7?ACTOI? SHALL s-IIICUT PAVOKNT ElXJE WHERE PAIICIoIOfT TO IlEIrWN IS
ADJACErfl 10 PA '>'E.JI£NT ro BE R£IIOVED.
15. CONTRACTOR SHAU PR£PAR£ SlfC AS NEC£SSARY FOR CONS/"RUCTIOH SHOWN ON rHE
~.
EARTHWORK NOTES
1. THE CONrRACTOR IS SP€CIF1CAl.lY 0I1R1ONED fflI4T THE L0CA7"ION MIO/OR ElEVATION
OF CXlS1I!¥G UTll.mES AS SHOWN ON THESE PI.ANS IS BASED ON R£r:ORDS or THE
VARfO/JS UTILITY CO/IIPANI£5; ANO WHB?E POSS/Bt.E. /IIEASVROI£Nrs rAKEN IN THE f1EUJ.
THe 1NFrJfWA1ION IS NOT ro BE /?£I.JE1) ON AS /I£ING EXACT OR COA/PI..ETF. THE CC/NTIaII.CTOR /JUST CAll THE N"PI?OPRIA1£: VTII.nY COMPANIES AT /..EAST 72 HOURS
BCroRE AM' E~VATlON TO REOtJEST EXACT FlELO L0CA71ON OF UTII)1/£S, ff SH4Ll BE
THE /?£SPONSI8fUTY OF TH£ CONTRACTOR ro R£L0CA1£: AlJ. DUSTING UTIl.ITIES WMCH
CONFLICT WITH rHE PROPOSEO I/IIPRO'ICI.IEN ~ ON THE PlANS.
2. ALL CUT OR f1t.L SLOPeS SHALL BE 3:1 OR Fl.A7"1FR IJNI.ESS OTHERWISE NOTED,
.J. STOR/II PIP£ SHAU BE AS NOTED ON PI.ANS.
~. £XIS11N(J ORAINAGE STRUCTURES TO BE INSPCC7ErJ AM) REPAIRff) AS NEEO£D, AND
EXISTING PYPES TO BE ct.£ANE() (llJr TO R£IJO'K ALL SILT AND DEBRIS.
,. £XIS71NG GIW)£ COHTOIJR INTFRVALS SHOWN AT 1 FOOT INTCRVA/..S.
~. PROPOSED CRADE CONTOUR INrr;RVALS SHOWN Ar 1 FOOT INTFRVAlS.
7. IF ANr EXISTING STRUCTURES 10 R£AIA/N AR£ DAMNJEl) OURING CONS11iUCrlON IT
SHAlL BE THE CONTRACTORS RESf'ON!il8lLITY TO R£PAIR ANO;tw R£PU.CE 1HC EXlS7lNC S1RUCruRE AS NECESSARY It' li£7!JRH IT TO £X/STING CONlJtTlONS ON SETTER.
8. AlJ. SroRItI PIPE ENTERING STRUCTlJRES SHALL BE S£Al.ED ro AS5URt: CONN£CTION AT STlWCWR£ IS Wl4TERTIGHr.
P • .ALi. STORM S£WE1I" MANHOLES FRAMES ANO CRIoTES ARE ro BE SET £QI.IAI.. TO f7N1SH
GRA/J£S, AND SHAI.1. ~l£ TRAfFIC B£AffING RING d' C019S (#20). I.Jl)S SHALL BE
LN1ElED ~rCYi'llf SDrfII"~
10. THE CONi1fACTOR SHAl.L N:JHERE TO AlL TE1NrJS ... CONDITIONS AS (lU1UNEO IN THE STORIJ IIPI1£:R POU.I/TION fflCrIENTION PlAN.
/2. CONTRACroR 5HAl.i. AOJUSr ANt)/OR CIIT EXlSrING PAVEMOfT AS NECESSARY TO
ASStIR£ A SItIOOTH nT AND CONrINUOUS ~
1.1 CONTRACTOR ~ ASSUI/E POS/rM DRAlNACE AWAr FRON BI.JIU)ING$ FOR.ALi. h'l7lIRAl AN{) ~l£D ARf)t5.
1'1-. 1"OPOGRAPHIC INmINATION TAKEN F1IO/J A EXlSTINC CONOIT1CWS PIM 8Y R Lfl£SQI)£ ~TES, INC. IF CON1RACrOR DOES NOT ACCEPT Dt/S11NC TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOIJT EXCEPTION, H£ SHAlL ""'10£ MAD£; AT HIS CXPENS£, 14
1"(}P()(";RAPHJ SUIM"Y sr A R£G/STERED /.AND SURYCl'OR AN{} SUIWff IT ro THE OWNER
FOR Rru£O
15, AlL UNSURF"ACED AR£i4S 0/S7!JRBED BY GRAD/N{; OPeRATION SHAlL R£CElVE ~ INCH£S
OF TOPSOIl.. CONTRACTOR SHALL APPLY STAIlIUZATION FMIRIC ro AlL SlOPCS :JH:"" OR STEEPER. CONTRACTOR SHAI.i. GRASS lJfS1lJR8tD AREAS IN ACCQRlWK;E WITH THE SPEClFlCA7IONS UN71L A HEAlTHY STAND OF GIMSS IS OBTAINED.
'6. CONSTRUCTlON SHALi. CO/IIPt.r WITH AlL APPI../CABtE GOVUiNING COD£S AN/) BE
CONSTfNCm) ro .SAM£.
17. EARTHWORK FOR AlJ. BUIlDING ~TIONS AND SlABS SHAl.l BE IN A(,'(,'()R(WK;£
WITH ARCHI7ECruRAl. IJtJII.DING PUJ/S AND Si'CClf7CATIONS,
18. IF CC/NTIaII.CTOR RELOCATES OR SETS NEW 8ENCHUARf(S, 71ft: I£/?~ CL£VATIONS OF THE BENCHMARKS S~ BE SET fill/THIN A TOLERANCe OF 0.010 n. AI..l FOOTINGS ANO
flJUNOAnr:NtS ffJf? PRCJPOSED STRVCl/JI?ES SHALL BE DtOlVArEO TO N!'.I/VC SUlJGIW)£
AN{} COMPACT£[) PC!? ARCHITECTUf(Al. SPECIF1CATIONS.
19. CONT"RACTOR SHALL L£ill£ GRAOC 8£H!Nt) CURB IN AlL PI..ANTER AII'f)tS A /IIINIItIIJIrI or
'1-' lOW roR THE PI.ACCMENT OF SUfTA81£ TOPSOIl.. OR PlANTING /IIIK.
20. CC/NTIaII.CTOR TO SPR£"A/} ON-~ Sroa<PJI..£ ro A '1-' OEPTH ON AlL AREAS TO BE
5CJO£D/SEEDCO AS SHOWN ON LANOSCAPE ~W1'NG;5. SITE CON1NACTOff FINE GRADE OF
INSWoL£D TOPSO/I. PRIOR TO H'I'ORO/IIULCHING sr I.ANOSCAPE SUB-CON1RAC7VR.
SITE UVLlTY NOTES
"""",.
1. AlJ. flU MI'I1"EJfII4L IS ro BE IN PI.AC£. ANt) CO/IIPACrro BEFORE IHSTI4LLATiON OF Pf1OPOSED UTILITIES
2. TOPS OF lX!S71NG I.WIHOI..ES ~L BE SET ffXJAL TO FINISH GRAD£. IN r;RA$SE0
I.NUJSCAPCD AR£AS WlrH WA1£:R TIGHT UOS.
.1 .ALi. CCINCROF FOR £NG4S£ItIEI{TS SHAlJ. ~l<£ A MIN/UUM 28 ~r COMP~ SrRENGrH Ar .3000 P.5.I.
4. (JIfAW/NGS 00 NOr PURPORT TO SHOW ALL EXISTING UnLmc5.
5. EXlSrINC IIT/LJTIES SHALL BE fICRIFfE() IN FlEW PRIOR TO INSTALlATION OF ANY NEW UN<S.
6. PRIOR TO CONSTR/JCT!ON OF um.ITIES REFER TO ARCHJ7FCTURAI. IN1£:RIOR PLUIHiING ~W1M>S roR AlJ. TIC-INS.
7, SlTE/GENERAl. Cl:WnB4CTOR IS RESPONSI&E roR COUPIYING ro THE SPECIFICATIONS OF TIfE LOO4I. AIITHORITI£S AT TH£ ClrY WITH ReGAl?{) ro IlATUrIALS ANO INSrAlLA710N OF
TIfE Wl41l"/i' IWlJ SllI£II' UN£S.
8. THE CONTRACTOR IS SPECIFICAlLY 0I1JT1ONE[) THAT THE LOCATION ANO/OR £/'EVATION
OF £)(IS7lN(; /.ITlU1/£S AS SHOWN ON T/I£SE PLAHS IS 86£{) ON RECORDS OF THE VARIOI)S UTILfrY COI.IPANIES, AN{) WHEI?£ POSSIBlE. /llEAS1.JR£MEN7S TAKEN IN THE FI£I..D. THE 1Hf"ORI.U.T/ON IS NOT ro 8£ R£/.JEO ON AS 8£lNG EXACT OR CCJ/IIPI.ETE. mE CONrRACTOR MUST CN..L THE APPIiOPNIATE /.ITlLlrY CO/JPANIE'S Ar L£4ST 72 HOURS
BEFORE ANY EXCIIdlOON ro RCOiJEST EXACT FlElO LOCATION OF I.ff/i..ITIES. 17 SHAl.L BE
THE /?£5PONS/BIi.nY OF THE CON1RACTOR TO RELOCATe ALL EX!S1IN(J ImLIT/ES ImICH
CONflICT WITH THE PIIOPOsro IMPROVEMENrs SHOWN ON THE PU./$.
9. i%,~~1tfYo:~1iONj~~~
POSSESSION ANO THE FINN.. CONNECTION OF SEIMCE.
10. CON1RACTOR SHAl.L C{)()f?()fNATE WITH AU UnLrrr CO/JPANI£S FOR INST~1ION I?WIIIRaI£NTS ANO SPEC/F1CATIf)NS.
11. CONTRACTOR SHAl.L COOFf{)(NATE INSPECTION OF U711JrY LINES WITH APPROPI?IA1£:
A/.IfflORIT/ES PRIOR TO BACKFII..1.ING TNENCHES.
12. CONTRACTOR SHAl.L CCWPLr wrTH THE lATEST OS~ STANlW?OS Ok DmEC7MS OR
Nfl' 01HD? ~r HAIIIHG JUf/ISOICrJOH FOR EXC'l1'JI11ON AND MHCHING
F'/fOC£()(.If(f. TN£" CON1RACTOR SHAlL BE R£SPONSIiJt.E FOR THE 0E'SfGN AHD IJA!NTENANCE OF AlL SUPPORT SYSTEMS. SLOPING. BENCHING, AND OTHER /J£ANS OF PROTFCTION.
1.1. CONTl?ACTOR SH4Ll COOHDlNAfE INSTALlATION OF I/T1l.IT/£S WITH LOG-IL COIJPANICS ro AIQIP CONflJC'TS AND TO ASSI)K THAT ~ DEPTH5 AK ACH/E'I£O. CC/NTIaII.CTOR
SHAl.l COOR(JINATE WITH LOCAL UrlLlTY COUPANI£'S FOR EXACT LOCATION ANO
SCH£DtJI..ING OF CONNECTIONS 10 THOR FAClLI1I£S.
1'1-. THE LOCATION OF EXISTING I.INP£RVROI.INO U71/.JTIES ARE SHOWN IN AN APPIKIXlMA1£: WAY GWt.r. OOE TO THE J.ACI( OF" .A~/LA8U· OOCUMENTArION. AlJ. IITII..ITIES, INCLUDING
CIIRIJ 8OXES. Uo4Y NOT 8£ SHO'HN ON THESE 0HAWfNGS. THE CONmACroR SHAll. CI4I.1.
THE 'tYG SNT CENTER" TO ~l£ AlL UTlU1/£S I/W?KED ON THE GROUND PRIOR TO
THE S'fi4RT OF CONS71?I.JCTION
15. THE CONTRACTOR SHAlL BE RESPONSiBLE FOR l:J£TDNiNING THE EXACr LOCA1;t;W OF
AlJ. EXtSTING Wll.ffIES. rH£ ~ SHALL ~ l1.JI.Ly R£SPOHS/BL£ FOR ANr AND AlJ. ~ct:s WHICH rxctJR DI.JE 10 HIS FM.IJR£ TO LOCATE ANO PR£SEIf'.£
AKY ANO AlJ. IJNO£RGROUNO IIT/LJTIES.
16. 00 NOT INTFRRUPT EXISTING UnLlTIES WlTHOIIT AUTHORIZATION fROM THE OWNER,
0IfN£RS OF ADJACENT PROP£f?T/ES. AND THE CORRESPONfJ/NG UrIllrY 0WNEIf.
CONTRACTOR SHALL ARRANGE ro SHUT OFT U711JTIES, AS I?£QUIRf:D, WITH THE
IIT1l.ff( OIlM7i'S.
17. COORDINA1£: /.IrlLlrY 1l1i'/IIINATIOH WlTff UnLrrr OWNERS.
s'"'" 1. SANlTARY.5nj£R ItIAINS AND J.A1£:fiAlS SHAl.L BE PI1:' PIPE C'ONFOI{JIING TO AS'" D JO.J4-SDf05. THE MlNlUU/J SIZE FDR SEIffi? IMINS SHAI.. BE 8; SEWER I.ATCRAl.S
SHAlL lIE '1-" MIN.
2. All SANITARY SEM"RS; SEWER FORCE MAINS. ANO SEWCR IArD?AI.S SHAl.L BE INSTN.J.E1) IN FlIGT-CUSS 8ro{)Uo{G AND IN NXOROANCE. I'Ifflj fH£ OCPARTTrID/T OF PIJBUC II1:)RK.5' SP£C/F1C.ATlOHS. SllmI'S SHAl.1. BE INSTAUED TO THC lINE ANI) GRADe
1NDICA7ErJ ON THE PU.NS.
3. ONLY PR£CAST CONCtiETE MANHOlES OF A DESIGN AI'I"ROI£Zl Br THE rowN ENGINffIf SHALL Be INSTAl.J.£1) ON A SANffARr .5nj£H /IIAIN.
'1-. NO GROlJNOWATER OR SIJRFACE W.A1llI' ~U BE DlSCHARG£D INTO THE SAN/TANr """.
5. WHERE ROC/( IS ENCOUNTERED, IT SHALL BE REUO¥£l) ro A D£P1H OF ON£ FOOT
lIElOW TIfE flOWUNE OF THE S£KFR ANO THE PIPe /AI{) IN A PROI'£Rl.r CO/JPACTED
GIWWLAH Uo4In'ML APPROIICD 8Y THE It'lm £NGINEEI?
6. ONLY GRANiIlAIf Uo41I"m4L APPIIO'IFD l1Y rHE TOWN £NGiNEER SHALL Be I.IS£l) AS 8tl.CImI..l IN AKY 71W:NCH ~19I71ON,
7. ALl SAN/TARr SEWFR MANHO/.£ INI'CmS ARE TO BE BRIC/( AS SNt')W1J IN THE I"OWN OF A~HIIW SEl+E"R IIANHOlE DCT.AI/..
.."" 1. CONTRACTOR SHAl.L CONMCT 7HE ClrY WA/ll'r If£SOURC£ O€PAJi'rutNT FOR
SPtCIFICATIONS ANt) Uo4KE OF VALl£S; i4'1£l£ 8OXES. FIRE H'IDRAN1S ANt) AlJ. OTHER W.ATER LINE APPI.IRrEHANCES.
2. W.A1ll'I' lINE TESTING AN{) STEN/I.OATION SHAl.L BE fI'D'I:ft!RAIW IN ACCORDANCE
WITH LOCAL l)PW SPa:1flCA71ONS AN{) W.Ami' DtSTIfI8UTION SrsTElI, CONTI?AClOR SHALL COORDINA1£: TESTING WITH THE CIT)'" WA1FR ()£PARlMENT.
.1, AlJ. W.ATER MMI SH4i.L I1C OUCT/I..E IRON (0.1,), ClASS 52, AWA C-151 (NiSI A21.W). D.l PIP£ ~ BE [)()IJBI.E C£IIENT LINED WITH A SEAl. CCMr CONFOf?/IIINC TO AII1fA
C-ltu (ANSI A-21.~).
'1-. JO/N1'S FOR 0.1, ~ SH4LL 8£ PUSH-ON OR OTHEIiW/SE APPIi'Ol<£l? .AWWA CI~'(ANSI
A-21.51) lII'TH GISKrn CONFOR/I1NG ro "'M1iII'. c-Ifr (NISI ,0.-21.11) IIA.Iffl.lUN 1£HGTH OF PIPE TO BE 20 U:
5. All FTTTINGS SHAl.L BE DUC77IJ IRON CLASS 5J WfTH PR£SSljR£ I?).TINC OF .J5O PSI
AND M£CJWiICAl JOINTS CONFrJI(/IIING TO AWWA C-151 (ANSI A21.5')
6. RE7NNER GLANOS: RrrAINEf? GIJW()S SHALL BE lJESIGNED TO ~,,, "'IJUIPtE WCDC/NC ACTION AGAINST TH£ PIPE, INCR£"AS£ ns R£'S/STANCE AS /'HE PR£'SSL/RE INCR£ASES. GiANDS SHAlL BE MAN/Jl"I4CTlJR£l) OF 0IJCm.£ IRON CONF"ORUINC TO ASTJI A5.J6-8tl RESTRAINING lI£IIICES SHAl.L BE DUC11LE IRON HEAr-TRCA7ErJ TO A ItIINI/IIUU
H4RNC$S OF .170 BHN. TWIST-Off NVTS SHAll. BE USED TO INSURC PIlOPCR ACAA1ING
OF THE RETAINER C/.AN{}. DIUD/SJONS OF THE GIANI) SH4U. BE SUCH THAr 17 CAN BE
/JS£t) WITH THE STANtWm UECHANICAL JCmT B£/.l ANO TtC-N£,4I)£l) BOiTS
CONFlJRUINC TO NtlSVAWWA ,142'.1 ANfJ ~ '~A21.5. THE I'fCI4INEIf GW([) SHALL ~l<£ A WCRk'INC PR£SSURE OF 250 PSi IWTH 14 IIINIMUIiI SAFFTY FACTOR OF 2: 1
AN/) SIW.J.. 6£ CEIfT1F1E1) 8Y THE /llANUFACruREIf ro fIC COMPA1/8f.C WfTH THE PIPE ClASS AND PIPE /llANUTACTUR£I( FDR ALL SIZES PROVIDCD ON THE J(}8. THE RCTA/N£R IiUI«J SHillI.. 8£ /EGA-LUG AS /IN{Uf"ACruR£r) [lW; IRON, INC., OR N'PRO'Iro EQt.W..
7. AlJ. WA1FR IJAJNS, /JNLESS 01"H£NW/SC N07ErJ, SHALi. BE 1NSTN.J.E1) WITH A Al/NMIUI/I flVf: FEU OF COl£/? WHEN CROSSING ABOl£ OR MOW WAll"Ii' PIPClINES, A /II1NJ/IIU/J ~1lCCl SEPARATION OF SIX INCHES SHAU. fir PROVIO£(). WIf£W CIfOSSING SAN/TARr
~ II lIINI/IIIN OF ll!"SI.J4ll B£PROII1lJE1),
SITI: UTILITY NOTES (CONTINUEQ!
(/. THE INSTALltrJ WA1l"R MAIN SHA/.J. BE PR£SSUN£ TeSTED. FLUSHED ANO DfS/NFECTEO 61' CON!7?ACrotr IN ACCORDANCE WITH AKWA C-600 AN/) "'_ C-651 OR PEF? TOWN OF A~IIIW WA1FR O£F'AHTNENr STANDMOS.
9. DUCIIlE IRON PIPES SHAll. 8£ INSTAJ..I.£D IN ACCORfWICE WITH AII'WA C-/JOO.
10. AlJ. ~ JOINTS ARE TO BE REST1WNED. fTI1IN(;S SHALt. BE RES1RA!NEO
BY MECH.ANICAL JOINT REST1OON7S. TH£ PIPE CONNCcr£D ro TH£ nmHG Sl"WL
BE RESTRAIN£!) P£R THE HCSTIWNT" SCHEDiIL£. (SE£ lJETAII. SHEETS)
11. THE CONTRACTOR SHAll Uo4RK THE LOCATION OF THE PRDPOS£D W.AIl"R MMI AT
lEAST ~ HOURS PRIOR TO EXOIVATING. DfC'.VAII\?N SH4LL NOT PROCffl)
WffHOI.Ir AUTHORIZATION sr THE ENCINEER.
12. ALi. IlilTER AIAINS. 1M)IfANr BRANCHES, AN!) SERYIC£S SHALL H'll£ VTII.lrY WARNING TAPe, THE rAPE SH.ALI. 8£ 8URIED APPROXlMAlUr 2 FFET MOW F1NISHEO ~oc.
1.1. fJiJ.CKfIi..L SHALi. BE COUPACTED ro 95 PERCENT OF" THE ST.ANDi4Rf) PROCTOR O£NSlrY AS OUFRUINEO BY !STU lXifl8. COUPACTlON EQlJlPlilENr USED WST B£ SP£CiFIC.AU. r OESIGNED F1JN COMPACTION. rAMPING WITH THE B',C/( OF THE
fJiJ.CI( HOC BUCKET IS IiNACCEPTA8L£ COMPACTION.
1'1-. AlL W.A1FR SERVICES SHALl. fJ£ l' M COPPOr TlJI1ING rYPE I(, SOFT 1l"MP£R ~ 10 AST/oI BBB lJNLCSS OTI«RWIS£ NOTI"D.
I'. D£PR£SS WA1l1t' /IIAIN UNlJ£If fXlSTIN(; SflMC£S AN{) H'I'DI?ANT 8RANCHES ro
UNNTNN 5'-0' OF CO~.
16, ALL W.A1l1I" Ml.INS SHALL BE /.AJI) Ar LOST TCN (f0) FEU HORIZONTAlLr n?OU
£X1STING OR PROPOSED SANITARY SEM7i'. OISTANCE SHA/.i. lIE I/£ASI.Ifm) EDGE TO =
17. IlJ£HT1F'( EACH PIPE LENGTH ... nTTING ClEARLr WITH w.NUfiiiCT/JRE'S NAME ...
TRAOOIARI(. NO/IIINAL PIPE SIZE ... IlAlllI'bIL O£S/GNATlON.
18. ALi. WA1£:R UNNS '* SERY/CE PIPES SHALL BE I..AIO IN A TRENCH SEPARA1£: FlIOI.I ANY 01HEJf IJTILrrr (G4S. El£CTRIC, TELEPHONE. ETC.) SHALL BE A ItIIN/MUI.I NO
LESS THAN FM (5) FrET FRO/II ANOTH£R UTlU/Y.
19. AlL w.TERW. SHAll BE IN Aca:wtMNCE WITH ClrY/TOlm W.A1FR H£SO/mCE
0EP141?7l.1£NT 'lWL£5 ... R£Gt/I.ATIONS~ AU II1:JRI( ro Be PE1mJf(MED IN
AOCOR/JANC€ WITH ClrY/TOWIJ WA1FR RCSOURCE IJEPARTMENT "SPEC1F1CAT!ONS~
c/TY/TOWN M!111£:R ff€SOURCE DEPAImlEHT STANlJAROS SHALL W(£ PREC£OCNCE O~ AI« R£QtJIN£/JEN7S liSTED ASOrE
PERMITTING
Lind Sun-eyt"l',. Silt Dn1ln,
und..,.pe Ardlltedure, '_oniDI
EnlroDmenttll Ptrmlttlna
p': .13.5611.9935 111: 41l.!6ll.1!116
40 School Strtel' P.O. 801640
Wnlfteld, MA 01086
rlaland.COIh
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Joe Tirone &
Ralph Depalma
36 Cllnten.ury LaDe
Feedlill HIIII, MA 01030
UNAUTHORJUD AL Tf:IlATION OF
THlS DOC'"UMENTISA VIOLATION OF MASSACHUSETTS STATf LAW
,
, ~ 1.) PItCF£R1Y UNES SHOWN H£IICON NrC 6ASE1J UPON A PI.AN
PIIOJARED IY DL 8£AN, INC. FOR RlAl..PH Dffl\£.... tT. AL 041W JMRCH 2,. 2QO$..
2J THe PIftMISES SHOWN H£A£ON Mol)' 6J£ Sl.JillJ«T TO IIICH1S AND EiASOIDITS AS CONTAINED IN THe IM'A?U$ IJ£FDS OF Rft'I:M'D D£SCItIBING 5AJO PfiDIJS£$. rHC LOO47II:W ~ CX1CJIT OF $A/O IlIQIM AND E'ASCf.I£NTS MC NOT 1HE SlMJCCT OF THIS SLIMY.
.J.) THE IIf7lANDS SHOWN Hl1¥DN IfP'f" f'IM'(;G IY If ~ ~~ INC. IN TAU. ZOfJI,
",J SUl5VlfF'ACE DIWN IJNC LOCATIONS AIfC ASSUIfiI a4UP tJIION
SUIIF7tC£ LDC/.T1()N$ NIO SIMU. 11£ VEItlFlED ". CDN1fMC7rJIf.
5.) IIICTlAND F1.M LOCA7lQVS cxan FOIf ... IL4Q$. lIP("
LOCATED 6Y II Lf1ofl'OtIC A.S$OCJI1£.5; INC. VSINO INS'f'fIItMCNT SlM\I£Y lJUIiiING THe FAll Of' IOtJI..
L) Jtf1l.4NO fZN; LfJCA110NS ". THItOINlH ",.-AIle IIE1'r1IENfXD !1fOM 1IG:I£ AND IOND Dtt-IIIMU 1'I7I.S ~ , SOU'THW$T
AM'"A SlNR CX1ENSION f'ItOXC'r DATED JINIC 1DfII. Itf7L.AM) ~G' ':"71GWS~~:S$~Y AWoIG 6Y
7.) UNtJE/f'(iItOUN UT1UTY I.DCATIONS SHOtItII Nt1ItrJN AM WtSCJ) II"ON SUW"ACC 1'Ji111Ufn AS LDOt1fP IY .5UMY AND AiMMU AI'a:M'O 041;11 Mm AIfC ~ M'1'IMl t0CA11ONS SHDU..IJ « vtN1lD twrN THe A¥IitO"IIMJr UflLnY
ctIMJIWtIf AoW!.ItW MUNICI'AI. 1ItfIMIrTMDfr"'" IV I'llW IJCSJfiN Ao'tIjIZIIP ctJNSr/IfIC11ON.
L) 1H£ fX/NTOIJIt .lUWII~ SHOWN HCIfCON AIIC A4.IiG ON ... ~$UMY~IYIt~~
INC. IN AMI. NIt) ~ tJN A&4111W IiP1JOtL .....
.. ) ~~:UNC IN SWIH~ $"" r.wtN ___ ~ _.f::f:J:: '"
MN£ AND ~ tNlIZ' JfIN( 111M
10.) txJNTItAC10It ro NOTII'Y f)IG-SNC A ItIINIMJIii til' ,~ HIJUIIS
1¥iIQft TO 1HC S'fAM Of' ctJNJ1'IItUc71f ACCMIIIW ~ MIll
aMiIU tAn:. CON1'1IIt&1CJIt SHMJ. Al..1tJ IIIItIY ''''* IITM.JTY ~ TO MAItJ( Nf'LIt!:MlL IIItAIn.
~
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I.) SIff CONTRACTOR TO REfTR TO SH£IT C-I, C-2, OF:TAlL
SHtus AND REItIAININC PlAN SET FOR INFORIM noN REGARfJlNG SIr£ lAYOUT.
2) IT SHAl..L 8£ THE srrc CONTRACTORS RESPONSIBIliTY TO CROSS
REFERENCE INFORUATION CONTAINED IN OTHER SHff7S WfTI-I SITE /NFORMATlON SHOWN ffERDN.
3.} PRIOR TO SUBMITTING THEIR BID FOR CONSTRUCTION, THE SITE
CONTR<4CTOR S!-W..L COMWNlCAT£ ANY o/sCRCPANCIES B£7W£EN
lI-f£ PROPOS£!) D£SJGN AN/) THE SAID SPECIFlCATTONS WITH rHE
PROJECT PROPONENT ANO lANDSCAPE ARCHITECT/£NGIN££R. SHOULD THE SITE: CONTR).CTOR FM TO COMMUNICATE ANY DISCREPANCIES, HE/SHE SHAll 8£ RESPONSIBLE FOR ANY COSTS R£SULTING FROU SAIO DlSCREPANCr.
4.) INOMDUAL DR/l.£WAr PERMITS WILL B£ R£QUIREf) FOR ';"CH DRlVEW,A, r ALONG SOUTH /¥£Smno ST1?£IT. PROPOSED DR/~A)'S
TO MffT TOW STANDARDS. SEE CROSS-SECTION ON SHEET D-8
AND RESIDENTIAL ORfl.£WAY ()£TAIL ON SHEEr 0-5.
!5.) ALl SIGNAGE AND PA~{NT MARKINGS SHOWN ON PLAN SHALL
101m CURRENT u.s. DEPARTMENT OF TRANSFORMAnON FEDERAL HIGHWAY ADUINfSTRATlON'S GUIO£LIN£5 AS SIT FOfmf IN THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR SllrfITS .. HIGHWAYS· ANO TOWN OF AG4JM\1 [)£SIGN REQUIREMENTS.
"""'" 20' STOfIIIWATfR
128 1 1204 I 123 I 122
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L.nd Survcyln~ Site bet ... ,
La .. dltap. Archltect.H, PIalllllne
Ellvlroa"~lItal Pc>rmlllillfl:
ph: 4U568.11911!'i {11K, "U~0986
40 ~hool Streel· P.O. B,,~ 640
Wnilleld, MA (l10ll6
rlaland.tom
~ ~ " = " "" <: "'-~.: {;5Q ~ il ... ...l.< o Of.) ;:; ... ., ><,eo 'S "" ": -< ~ ~~ ~
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Ralph Depalma
jfj CIIDtHbUry Lllilt
Feeiliall: muSt MA 01030
UNAUTlIOR11.EO AlTER;' TJON Of
TIllS JX)CUMENT IS A VIOI.A TJON
Of MASSACIIUSETISSTATB lA\\'
I'_~D'
hI \I'"
C-4
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1.) SIrE CON711ACTOR TO RUER TO Sff£ET C-l, C-2, DfJAlL SHEETS AND R£AIAININ() PLAN SIT FOR INFClRMAT10N R£riAROING
SfTF LA'rt'JUT.
2.) fT SHALL BE THF: SIT£" CONTRA.CTORS RCSPONSIBIUTY TO CROSS ~£ INFOI?A.IAT7ON C(iNTNNEO IN OTHE1? SH£US iWrH 5/TE INFORMATION SHOWN HEREIN.
3.) PRIOR TO SUBMlT7ING THOR 810 FOR CONSTRUCTlON, TH£ SIlt CONTRt'.CTOR SHAll. COMMUNlC.ATE ANY IJISC~NCI£S B£7WffN THE PROPOSED D£SICN ANO THE: 5AIO SProf'lCA'f/ONS WlrH THE
PROJ£CT PRCJPONENT AND tANO~P£ ARCHfTECT/ENGlNffR. SHOV[D THE SIre CONTRACTOR FAIL TO COMMI./NICATE ANY
DISCREPANCIES, HE/SHE SfiALL BE H£SPONSIBL£ FOR ANY COSTS RESUlrtNC FROI.I SAID 0ISCR£PANCr:
4.) ALl SlGNAGE AND PAVE'M£Nf W,RKINGS SHOWN ON PlAN SfW..L MEET CURRDfl u.s. D£PARrMOfT OF TRANSFORUA7lON FFOERAL
HKJHWt4t' ADItIfNISTRAT/ON'S (i(Jl()£UN£S AS SET FORTH IN THE ~NU4L ON UNIFORM TRAFf1C CONTROL DEVICES (MIffCD) FOR
S711ff1S '* HIGHWAYS· AN{) rowN OF AG411/oW D£SICN REQUIREMENTS.
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Euilllnllle:JIU' hrmlitlnt:
p.: <t13.!68.0!I8! 111: 413.56&09&6
40 S~bool St'"' . P.O. Sol 640
Wfltneld, MA 01086
rl.land.eom
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Ralph Depalma
36 C.nt.rb.1l Lillie
Feedla, HUh, MA 01030
UN.l.VTHORIZEO AL TEIl.ATION OF nus OOC'UMENT IS A VIOLATION
OF MASSACHUSETTS sr.l. TE LAW
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#.) 00IfT1t/IC1f1II m ~ .swt4ofY SlJIO aLAN (JUT AT IICNI)S IN NI'III(; AS IfIZ.L AI IlJII npy I(XJ 1'61 OF '-'I1I'II4L
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("(lI'?:.S"CAPfNG NOTfS
1./ ;:}{It::. "ONTRACTOR SHALL R£F£R TO SHErr C-I, C-2, OUAIL
SHEFTS AND R£W,fNINC PLAN SET FOR INFORMATION R£GAI«JfNG lANDSCAPING.
2.) IT SHAI.J.. 8£ THE SfTE CONTRACf)RS RBPONSI8Il.1TY TO CROSS
REFERENCE INFORMATION CONTAINED IN ro£:RH SHffrS WITH
LMlDSCAPC INFORMATION SHOWf'I HERON .
.J.) ALL SfT£ PlANTINGS ARE TO UffT OR EXC££D THE WNW'" SP£CffiCAnONS [)£TAil£() IN THE AFOROIENTIONEO NOTES. IT IS THE: COf'{1R4CTORS R£SPONSI8lUIY TO ACQUIRE THE SPECIFICAriONS FOR EACH /N{)MfWAL PlANTING.
</-.J THE: lANDSCAPE PLANTING SCHClJE SHOWN REPR£:S£NTS THE MINIMUM NECESSARY TO FULALL THE INrENTlON OF THesE PLANS. AOf){T1{)NAL PLANTING WILL 8£ RB){IfRE[) TO SEL£CTlV£L'I' fiLl
l'OIDS. I..ANIJSCAPE A!?CfiITECT RESERVES THE RIGHT, SHOVLD IT
8£ REQUIRED BY AUG CONDIrtONS TO UPWAROL'r' MODIFY THE
PU.NT Qf..Wfl777£S.
5.) PRIOR TO SU8M/TTING THEIR BID FOR CONSTRUC71ON, TH£ SITE" CONrRACTOR SHAl.£ COItIMUNICA T£ ANY OISCRCPANCIES iJ£TWE£N
THE PROPOSED DESIGN AND SAID SPeCIFICATIONS WITH THE PROJECT PROPON£NT. LANOSCAPE ARCHITFCT/ENGlN£ffi. SHOULD
THE SITE CONTRACTOR FlAL TO COMMUNICATE ANY DlSCREPANCI£S. HE/SHE SH.A.LL 8£ R£SPONSfBL£ FOR ANY COSTS !(£SUL T1NG FROM SAID DISCREPANCY.
6.) LANDSCAPE CONTRACTOR SHALL JUlV£" UCAVATION CONTl?ACTOR
MARK AU UNf)£RGROUNO UTfLl17£S AS IIflL AS D1G-5#F SIT£" PRIOR 70 ANY PIMTINGS. lANDSCH'£ ~CTOR 70 NOTIFY WlDSCAP£ ARCHITECT IWD PROJECT PROPONCNT IF ANY CONFLICTS
ARISE ANS STOP ALL IroRK UNTIL CONFLICT IS RESOl. VCO.
7.) IRRIGATION SYST£I,I UMITS FOR LAWN ~ ro BE D£TERMINED
8Y OWNER.
8.) ONC£ DRAINAGE: SYSTEM IS INSTALLED AND FUNCTIONING, R LEVESQUE ASSOCIATES, INC. (RW WILL. CONDUCT PDST-CONSTRUCTION ANAlYSIS OF ~ DRAINAGE SYSTEU DllRING
ACTlML STORM £VENTS TO OETf"RMINE THE FUNCTIONALITY OF THE INSTALLED DRAINAGE: SYSTEM DURING SAID EVENTS. SHOULD THE DRAINAGE SYSTEM NOT FUNCTION AS DESIGN£[) UND£R REAL WORLD CONDITIONS, Rl.A WILL IfECOAIMENO ADJUSTMENT TO THE DRAINAGE SYSTDJ TO 8£ f1.{PLEMFNTED BY THE OWNER/SITE CONTRACTOR.
9.) AlL Pl.ANTTNCS MUST BE MAINTAINED AND THAT PORTION OF THE
PUBlIC WAY ABUmNf; THE PARCEl. AND INCLiJOING THE 11?rrB£LT
5HAl..L BE MAINTAINED IN A SAFE AND A~Cnl£ CONDITION BY THE: OWNER OF THE PARGa.
10.) SU REPORT rmED. "MORTALITY AVOIDANCE MO.SlJRES FOR: EASTERN BOX TUR11..E -PROPOS£[) RC$Il)£NTIAI.. OEVaOPAlENT, 497 SOOTH
WESmEl.D STREET; AG4WAA1. MASSACHUSETTS" PREPAR£[) BY OXBOW ASSOCIATES, INC. DATEO JULY 9, 2012 FOR ADDl71ONAJ. Pl..ANTlNG REQUIREMENTS.
11.) srr SHEETS C-16, 0-7 AN{) 0-8 FOR AODITIONAl. lANDSCAPE PLANTINGS. NOTES ANO OUAlL$.
SIGN PLANTING DETAIL
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