8729_SITE PLAN - 358 COREY STREET.pdf67aq -
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Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
. Tel. 413-786-0400 Fax 413-786-9927
February 21, 2014
Thomas Russo, Jr.
TDR Properties LLC
204 Suffield Street
Agawam MA 01001
Dear Mr. Russo:
At its duly called meeting held on February 20, 2014, the Agawam Planning Board voted
to approve the site plan entitled "Pond-View Hollow, 358 Corey Street, Agawam,MA", .
prepared by R. Levesque Associates, Inc., dated 10/29/13, fmal revision date 2-20-14
with the condition that all professional staff comments be addressed.
If you have any questions, please contact this office at 786-0400, extension 8738.
Mark R. Paleologopotilos, Chairman
AGAWAM PLANNING BOARD
MRPIDSD:prk
cc: R. Levesque Associates
Building mspector
Eng. Dept.
Town Clerk
File
To:
CC:
From:
Date:
Subject:
•
TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 821 0600 • Fax (413) 821 0631
Christopher J. Golba • Superintendent
MEMORANDUM
Planning I R Levesque Associates, Inc.
File
Engineering Division
February 20, 2014
Site Plan -Condominium -Pond View Hollow -358 Corey Street -SP 582
Per your request, we have reviewed the Site Plan entitled "Pond-View Hollow -358 Corey Street, Map 12,
Book 2, Lot I, Agawam, MA; Prepared for: TDR Properties LLC, 204 Suffield Street, Agawam, MA 01001 ;
Prepared by: R Levesque Associate, Inc., 40 School Street, Westfield, MA 01086; Scale: I" = 30'; Dated:
10129/2013 & Revised: 02119/2014," and we have the following comments:
I. There appears to be an issue with the spot grades meeting ADA Standards for the sidewalk in front of
the handicap units: 22 & 23.
2. Department of Public Works and Engineering have concerns about the gravity pressure transition sewer
manhole detail. However, these issues can be worked out with the developer and R Levesque
Associates before construction begins.
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,
1I4,.1..i.., N_,
Vladimir Caceres
Civil Engineer I
Michelle C. Chase, P .E.
Town Engineer
l CIMARRON
SERIES
Al¥'UCA11OIIS
• Area and site lighting.
FEAJVRES
• cal.#
Job
• Complements 'Southwest Series'
• IES Type II, III, V (square) and fo!Ward throw light distributions
• Flat lens design
Type
• Electronic ballast for 150w, 250w, 350w and 400w PSMH with 0-10V
dimming capability (control system by others). Ballast programmed for
•
SPAULDING
LIGHTING
Approvals
r---21.75-:------1 I . 522.5II\1I'I I
automatic dimming also available (consult factory). 6.0· 1.25"
• 100w to 400w lamps in HPS, and Pulse Start MH for design flexibility 1r,52.='=m=~b _____ ~ r 1184.2mml
• All distributions are field-rotatable 5'~1 1( '1 I ~f-"~~-'~----~j
• Mounts on upswept, straight arms for poles or on wall bracket for a unif0ntf3-~ G J :"~Lrnm 1
project look _ _
• 5 standard, 2 premium, and custom colors are available
US1IJIS5ICE1I1J1JONS
• TiUe 20 compliant
• UL 1596 listed and GSA certified
for outdoor use in wei locations
• U.S. Patent No. 0556,935
® @. , .. • • IDA fixture seal of approval EPA = 1.2 '" (singte unit with arm)
ORDERING INFORMATION
ORDERING EXAMPLE: CR1-A-P40-H3P-F-Q-DB-L
I
CRl CimiMlOO H2 Hotiz, II -hY.t1roformed
H3 Horiz. III -hydroformed
E15 1 SOW 1E0-2. MOO base) H3I' Horiz.I •• High
E25 25OwIE0-2. MOO base) P9rtormance Series
Elli' 3SOW 1E0-2' Moo base) lsegmenl>d)
E4O' 400w tEO-2. Mog base)
Pt.lSf STAIIT MBA'-
HAUDE
MOUNTING
A Arm mount
too:structioo
H4 Hom. IV -multi-piece
H4P Hariz. rJ -High
Perfoonance Series
(segmented)
PtO lDOw IED-17 M,d base)
P1. 125w (EO-17 Med base)
PtS lSOw IED-2' Mog basel
P17 175w (ED-28 Meg base)
(6. straight rigid arm
included & acceptable
far 9{Ig confi{PJl'a-
tions)
AD Decorative arm mount
H5 Hariz. V (square) -
hydraformed
H5P Horiz. V -High
Perf()fmance Series
(segmented)
tOr6t. P20 2DOw (T-IS MOO base)
(6" decorative P25 250w IED-28 Mog base) VOLTAGE
F flal
upswept arm inti. &
acceptable for SO" P32
configlX8tions) P35
320w (ED-28 Mog base)
350W (ED-Mog base)
Q' Duad-TapIl120120812401277V
V1 FIVe-Tap 12D12081240127714BOV
WB Wall tmlcket canst
11_,
wal bradl.et & 6~
"raqrt arm
ufllessWBADoplion
is tOOseri which
sulmitutes deoof3.tM!
~ .. ~'""')
0 No arm or wall
bracket (only order
witllJut arm or wall
bracket when they
are ordered as an
acmsDfY)
P40 400w (ED-28 Mog base) 1250 & 400w PSMH & lIPS only)
52 480V HIGH PRESSURE SODIUM
SID
S15
S25
S40
tOOw
(EIl-23_S MOO base)
150w
IED-23_S Mog base)
250w
IEIH. Moo b"",)
400w
lED-18 Mog basel
TI Tri-Tape 12012771347V
E 50Hz, 2201240'1
(250 & 400w ...... & HPS 00y)
o No B~1asI
1 Factory wired for highest voltage unless specified
2 eHID not availabl& with 480V
3 E35, E40 not available with 120V
NOTE: All poles to be drilled witll #2 pattern Note: Mounting A and AO acceptable for 90 degree configurations
SEUtr /JIIIFS ARE STIJCKED FOIl /MMEIJIAJf SHII'WIE1IT.
DB
Bl
WIt
GIl
PS
RD
FG
CC
OPTIONS
Dar1c: Bronze WBAD Substitutes decorative upswept arm
Bla<k when W8 waR bracket rrountiflg is _en
White ItI'A2 Reund pole _er (2 'i,-31/S-)
Gray RPAJ Round tole C!daDter (3 114-3314'
Platinum Siver RPM Round """ _er 13 " .... '121
Red RPA5 Round pole adapter IS;
(prefl1itJm color) Rl'A6 Round pelle adapter (61
F«est Green
(premium color) F(X) Fusllg (reltlace X with YOtIaoe: 1-120,
2-208,3-240,4-277,5-480,6-34n
Custom Color
(consult
factory)
P(X) Photo button (replace X with voltage:
1-120,2-208,3-24O,4-277,6-34n
PR(X) Pt10t0 CEil receptacle (replace X with
voltage: 1-120, 2-208, 3-240, 4-277,
5-480,6-347)
QZ Quartz AS with lamp
HS Internal house side shield
(available for H2, H3 & H4
distributions)
VG PoIycartlonate vandal guard
L Lamp
EAS,{ ORDER FIXTURE At~D POLE COr.1BltJATlONS
Cal>tot_
CflPC-l-P25-H3-ZO
CflPC+P4O-II3-ZO
CflPC-l-P4fJ-1I3-25
CflPC-t-P4fJ-H4.ZO
CflPC-l-P4fJ-H4-25
Twin Configurations
0 ... _
20f125Ow PMH, Type II
20f14OOw PMH, Type II
25ft.DOw PMH, Type II
20ft 400w PMH, Type rv
25ft 400w !'MH, Type r;
CflPC-2-P25-H3-20 20f125Ow PMH, Type In
CRPC-2·P4D-tU-20 20ft 400w PMH, Type III
CRPC-2-P4G-H3-25 25ft 401lw PMH, Typ,lIl
CRPC-2-P40-H4-20 20ft 400W PMH, Type IV
CRPC-2-P40-H4--25 25ft 400W PMH, Type IV
All Combos' Includ& lamp, anc~r bolts, poles and fixtures, color is DIlJk Bronze
SPAULDING
LIGHTING
Spaulding lighting. 701 Millennium Boulevard. Greenville, SC 29607· Phone: 864-678-1000
Due to our continued efforts to improve our products. product specifications are subject to change without notice.
0 2014 SPAllDING UGHllIolG, All Righl5 fleserv~ • For more klfonnation ¥isit OIX website: _.IPI&/IdiIIglI~.cem • I'rt1tBd in USA SPA1-srec 1114
r
l ACCESSORIES
ClMllllROfI ACCESSOI/IES
i I
i i
, Replace XX with color choice, Bg.: II for Dark Bronze
2 When orderilg polas, spocify PQIe Dlil Pattern #2
•
TENON TIll' I'fJU BRACKET ACCESSORIES (2)10'' 00 tenon)
(RSS version reQuires 4~ round pole adapter)
CATALOG # DESCRIPTION
Square Pole Tenon Adapter (4 at 90 degrees)
RETA-ll' Round Pole Tenon Adapter (4 at 90 degrees)
•
Sl'EClFlCAJIONS
HIJIJSIIIS An;hitectural~ styled, one piece die-cast aluminum housing with
nominal .125" wall thickness. Low profile design reduces the overall wind
loading while providing a sleek, unabtrusive look which complements most
building architectural styles.
000II Die-cast aluminum door hinges 10 housing and secures with two cap-
tive screws providing four points on contact ensuring a clean lens and optical
assemb~. Both the Hat tempered glass and door are sealed with one-piece
silicone gaskets.
onrcs Multiple levels 01 pholometric perlormance to be achieved via
tiered optic offering ranging from lully segmented to hydrolormed reflec-
tors. All optical assemblies to lield rotate in 90-increments. All distributions
to be IES lull cutoff class~ication. House side sheilding available as either
factory installed options or lield installed accessoreis.
IIIDUNT Two ann designs are available providing maximum design ftex-
ibility. The die-cast aluminum anm offers a sleek upswept look while the
extruded straight ann includes the housings contoured lines lor continuity of
style. A wall bracket and pole/tenon accessories are also available allowing
easy moun~ng lor virtually any applicalion.
E/.£C7JIJCJU. Energy efficient HID lamps up 10 4IIOw. Pulse raled porcelain
sockets have spring loaded, nickel plated center contact. All units offer fac-
lory or lield-installable pholocell options and lusing.
Hexagonal Pole Tenon Adapter (3 at 120 degrees) BIU.lAST HPF ballast circuit starting rated at -20 deg F (-411 dog F for HPS).
Ballast and other electrical components mounted directly to housing for
excellent heat dissipation and long life.
1 Replace II with color choice. eg.: ttl for Dark Bronze
CATALOG # DESCRIPTION
PTL-l Photocontrol-Twist-lock. Cell (12CJV)
Photocontrol-Twist-lock Cell (120-277\1)
Photocontrol-Twist-Lock Cell (48011)
PTL-e Pholocontroi-Twist-Lock C~I (347V)
Shorting Cap -Twist-Lock
RNISH TGlC thennoset polyester powder paint linish applied aI nominal
2.5 mil thickness. Prior to painting all luminaires and mounting accessories
should be thorough~ cleaned with acid and a/I<aIine cleaners lollowed by the
application of a chromate conversion coating.
tJST/II(i Ul 1598 listed and GSA certified for outdoor wet location applications.
SQUARE POLE COVER
""" ~TADAPTER ~
ROUND POLE
POLE COVER
•
GASKET FLATWASHER U::SJiJ 1-r-' Air.] .,..--'-
RETAINER WASHER
TO" HOUSING
~....-.-I
1ll ------=-)
"'USING loll m' (4-HOlE ,...-HEX BOLT :
PATTERN END) LDCKWASHER I
FLAT WASHER :
(3-HOLE PATIERN EtIJ)
POLECOVE~
~ .' NUT PLATE -~ ~ ROUND POLE
CAST ADAPTER
NlITPLATI
SQUARE & ROUND POLES SC_~l' CURVED ARM MOUNT
SQUARE & ROUND POLES
#2 DRill PAlTERN FOR POLES "M'
Spaulding lighting. 701 Millennium Boulevard. Greenville, se 29607 • Phone: 864-678-1000
Due te our continued efforts to improve our products, product specifications are subject to change without notice.
C 2014 SPAlAlIlNG UGIfTING, An Rights Reserved. For more information visit our w&bsiIe: _.spauidinillilhlint.com • Printed in USA SPA7~1114
• Pamela Kerr
From:
Sent:
Jon Goddard Uong@rlaland.comj
Thursday, February 20,20145:04 PM
•
To:
Cc:
Michelle Chase; Vladimir Caceres; Deborah Dachos; Pamela Kerr
Michael Albro; terryr@rlaland.com; 'Robert M. Levesque'; 'Filipe Cravo'
Subject: RE: Site Plan -Condominium -Pond View Hollow -358 Corey Street
Attachments: C-4 F. pdf
Good afternoon, Michelle,
Page 1 of3
Thank you for the feedback. Your assessment of the walkway is accurate, and the necessary correction to the accessible route
and the FFE has been addressed on the attached plan.
Have a great evening,
Jonathan E. Goddard
Project Manager
R. Levesque Associates, Inc.
D.L. Bean & Ecotec Environmental Associates
40 School Street
Westfield, MA 01086
p. 413.568.0985
£ 413.568.0986
rlaland.com
From: Michelle Chase [mailto:MChase@agawam.ma.us]
Sent: Thursday, February 20, 2014 4:25 PM
To: Jon Goddand; Vladimir caceres; Deborah Dachos; Pamela Kerr
Cc: Michael Albro; terryr@rlaland.com; 'Robert M. Levesque'; 'Filipe Cravo'
Subject: RE: Site Plan -Condominium -Pond View Hollow -358 Corey Street
Two quick comments on these two items.
1. For the sewer transition manhole: The weir should be made so that the sewage will overtop it in the middle and flow
into the shaped invert in the manhole and not flow all over the shelf. This is a minor issue that Engineering can work
with the contractor and Levesque before work begins.
2. I should have noticed t.his before, but the current layout of the accessible path from the parking lot to Units 22 and 23
does not provide a path across it with the minimum 2% cross slope. If someone were to need to cross this in a
north/south direction, they would encounter a minimum of 4.5% cross slope. If I am not mistaken, there needs to be a
landing area (with a maximum 2.0 cross slope) between the top of the 7.5% ramp and the 4.5% walk up to the two units.
Sincerely,
Michelle C. Chase, P.E.
Town Engineer
P: 413-821-0625
F: 413-821-0631
Agawam -Engineering Division
1 000 Suffield Street
Agawam. MA01001
www agawam rna us
Jj Please consider the environment before printing this email
2/2112014
•
From: Jon Goddard [mailto:jong@rlaland.com]
Sent: Thursday, February 20, 20143:37 PM
To: Vladimir caceres; Deborah Dachos; Pamela Kerr
•
Cc: Michelle Chase; Michael Albro; terryr®rlaland.com; 'Robert M. Levesque'; 'Filipe Cravo'
SUbject: RE: Site Plan -Condominium -Pond View Hollow -358 Corey Street
Good afternoon, Vladimir.
Page 2 of3
In response to the comments from Engineering. please see the attached revised grading and detail sheets for Corey Street.
With regard to the grading in front of Units 22 and 23, we have revised the FFE (84.02) and the spot grade at the front landing
(83.95). No change was necessary for the curb ramp spot grades, as the sidewalk is 6' in width (see sheet C-3). Ascending
grades are therefore 7.5% at the curb ramp, 4.5% at the walkway to the front landing, and 1.5% at the landing.
The sewer detail has been revised to incorporate a weir to detain flows at the force main invert and prevent it from emptying and
potentially drying.
We are presenting this evening to the Planning Board for this project with the aim of closing; please review the changes and
confirm satisfaction of the comments if no changes are necessary to "final" plans.
Thank you very much,
Jonathan E. Goddard
Project Manager
R. Levesque As8ociate8, Inc.
D.L. Bean & Ecotec Environmental Associate8
40 Schoot Street
Westfield, MA 01086
p. 413.568.0985
f. 413.568.0986
rWand.com
From: Vladimir caceres [mailto:Vcaceres@agawam.ma,us]
Sent: Thursday, February 20, 20142:38 PM
To: Deborah Dachos; Pamela Kerr
Cc: Michelle Chase; Michael Albro; terrvr@rlaland.com; jong@rlaland.com
Subject: Site Plan -Condominium -Pond View Hollow -358 Corey Street
Good afternoon!
See attached memo regarding Pond View Hollow -Condominium at 358 Corey Street.
Sincerely,
Vladimir caceres
Civil Engineer
Town of Agawam
Engineering Division
1000 Suffield Street
Agawam, MA 01001
2/2112014
Voice: 413-726-2805
Fax: 413-821-0631
Email: vcaceres@agawam.ma.us
Confidentiality Statement
• • Page 3 of3
This Town of Agawam electronic message along with any corresponding attachments may contain privileged or confidential information. This information is for the use of the
intended recipient(s) only. Any disclosure, copying, distribution, or use of the contents of this message in any manner is strictly prohibited by anyone other than the intended
recipient(s). If you have received this email in error, notify the sender Immediately by email and delete all copies from your netwOrk,
2/2112014
..
ALED4T78 • Specification Grade Nea ligtlts available in IES Type IV distributions.
For use in parking kJts, roadways. pathways and general area lighting.
Mounts to 4" square steel poles at 15--25', Designed to replace 250W
Metal Halide Area lights. Patent Pendmg thermal management
system. 5 Year Warranty.
LED Info
Watts: 78W
Color Temp: 5100K (Cool)
Color Accuracy: 67
L70 Lifespan: 100000
LM79 lumens: 7,564
Efficacy; 96LPW
Technical Specifications
ULUstlng:
Driver Info
Type:
120V:
208V:
240V:
277V:
Input Watts:
Efficiency:
Suitable for wet locations as a downlight.
Lumen Maintenance:
Constant Current
0.66A
0.41A
0.35A
0.3OA
79W
99%
100,OOO-hour LED lifespan based on IES LM-80 results
and TM-21 calculations.
IES Classlflcatlon:
The Type IV distribution (also known as a Forward
Throw) is especially suited for mounting on the sides of
buildings and walls, and for illuminating the perimeter of
parking areas. It produces a semiCircular distribution
with essentially the same candlepower at lateral angles
from 90' to 270'.
(Effective Projected Area:
~A=O.75
LEOs:
Six (6) multi-chlp, 13W, high-output, long-life LEOs.
Driver:
Constant Current, Class 2, 2000mA, 100-277V,
50-60Hz, 1.1 A, Power Factor 99%
THO:
5.1 %at 120V, 13.2% at 277V
Ambient Temperature:
Suitable for use in 40'C ambient temperatures.
Surge Protection:
4kV
Cold Weather Starting:
The minimum starting temperature is -40·F/-40·C.
Thennal Management:
Superior heat sinking with external Air-Flow fins.
• Created: 0211712014
Color: Bronze Weight: 31.0 lb.
Housing:
Die cast aluminum housing, lens frame and mounting
arm.
Color Consistency:
3-step MacAdam Ellipse binning to ac~il!Ve oonsistent
fixture-la-fixture color.
Color Stability:
LEO color temperature is warrantied to shift no more
than 200K in CCT over a 5 year period.
Color Unifonnity:
RAB's range of CCT (Correlated color temperature)
follows the guidelines of the American National
Standard for Specifications for the Chromaticity of Solid
State Lighting (SSL) Products, ANSI C78.377-2008.
Reflector:
Specular vacuum-metallized polycarbonate
Gaskets:
High temperature silicone gaskets.
Finish:
Our environmentally friendly polyester powder coatings
are formulated for high-durability and long-lasting color,
and contains no VOC or toxic heavy metals.
Surge Protector:
ALED78 is available with a 6kV surge protector (SP6).
SP6 available.
Green Technology:
Mercury and UV free.
RAB
L I G H TIN G -Tec-h-H'-IP-L-In-.-, 8-a-a-RA-s-.l-00-0---e-m-.-u:-sa-I-.'-@-,.-bwe-b.-com----o-n-th-'-WO-b-.-t,-www-.-r.-bw-.-b.-co-m
Copyrigh1C2014 RAe Ughdng. Inc. All Rights Reserved No1e: Spedncatlona are subject to change withOUt noUce
ALED4T78 -continued • IESNA LM-79 & IESNA LM-80 Testing:
RAB LED luminaires have been tested by an
independent laboratory in accordance with IESNA
LM-79 and 80, and have received the Department of
Energy "Lighting Facts" label.
Replacement:
The ALED78 replaces 250W Metal Halide Area Lights.
California Title 24:
ALED78 complies with California Title 24 building and
electrical codes.
Warranty:
RAB warrants that our LED products will be free from
defects in materials and workmanship for a period of
five (5) years from the date of delivery to the end user,
including coverage of light output, color stability, driver
performance and fixture finish. See our full warranty.
Patents:
The ALED design is protected by patents in the U.S.
Pat. 668,370, Canada Pat. 144956, China
ZL2012301 00154.X, and Mexico Pat. 38423. Pending
patents in Taiwan.
For use on LEED Buildings:
IDA Dark Sky Approval means that this fix1ure can be
used to achieve LEED Credits for Light Pollution
Reduction.
Dark Sky Approved:
The International Dark Sky Association has approved
this product as a full cutoff, fully shielded luminaire.
OLe Listed:
This product is on the Design Lights Consortium (DLC)
Qualified Products List and is eligible for rebates from
DLC Member Utilities.
RAe
•
L I G H TIN G -T.-c-h H-oI-p-L-'n-':-S-88-RA-S-.'-00-0---E-"'-II:-.-ales-@-ra-bW-.-b.-co-m---o-n-th-.-we-b-.-,:-www-.-r.-bw-eb-.-co-m
Copyright C2014 RAB Lighting, Inc. All Rights Reserved Note: SpecificaHons are subject to change without notice
Created: 02117/2014
Page 2 of2
~~
WPLED26 • LED 26W Wall packs. Patent Pending thermal managem&nt system.
100,000 hoof L70 lifespan. 5 Vear Warranly.
LED Info
Watts: 26W
Color Temp: 5000K (Cool)
Color Accuracy: 70
L70 Lifespan: 100000
LM79 Lumens: 2,662
Efficacy: 90LPW
Technical Specifications
UL Listing:
Driver Info
Typo: Constant Currant
120V: 0.26A
20BV: 0.16A
240V: 0.14A
277V: 0.12A
Input Watts: 30W
Efficiency: 88%
Suitable for wet locations. Suitable for mounting w~hin
1.2m (4ft) of the ground.
Lifespan:
1 OO,OOO-hour LED lifespan based on IES LM-80 results
and TM-21 calculations.
IP Rating:
Ingress Protection rating of IP66 for dust and water.
Finish:
Our environmentally friendly polyester powder coatings
are formulated for high-durabil~ and long-lasting color,
and contains no VOC or toxic heavy metals.
Color Consistency:
7 -step MacAdam Ellipse binning to achieve consistent
fixture-Io-fixture color.
Color Stability:
LED color temperature is warrantied to shift no more
than 200K in CCT over a 5 year period.
Color Uniformity:
RAB's range of CCT (Correlated color temperature)
follows the guidelines of the American National
Standard for Specifications for the Chromaticity of Solid
State Lighting (SSL) Products, ANSI C78.377-2008.
Ambient Temperature:
Su~able for use in 40·C ambient temperatures.
Driver:
Multi-chip 26W high output long life LED Driver
Constant Current, 720mA, Class 2, 6kV Surge
Protection, 100V-277V, 50-60 Hz, 100-240V.4 Amps.
RAe
• Created: 0211712014
Color: Bronze Weight 7.51bs
THO:
7.5% at 120V, 11% at 277V
Cold Weather Starting:
The minimum starting temperature is -40·C.
Thermal Management:
Cast aluminum Thermal Management system for
optimal heat sinking. The LPACK is designed for cool
operation, most efficient output and maximum LED life
by minimizing LED junction temperature.
California Title 24:
WPLED complies with California Title 24 building and
electrical codes.
Equivalency:
The WPLED26 is Equivalent in delivered lumens to a
175W Metal Halide Wallpack.
HID Replacement Range:
The WPLED26 can be used to replace 150 -200W
Metal Halide Wallpacks based on delivered lumens.
Green Technology:
RAB LEDs are Mercury, Arsenic and UV free.
Patents:
The WPLED design is protected by U.S. Pat. D634878,
Canada Pat 134878, China Pat. CN301649064S.
For use on LEED Buildings:
IDA Dar!< Sky Approval means that this fixture can be
used to achieve LEED Credits for Light Pollution
Reduction.
Dark Sky Approved:
The International Dark Sky Association has approved
this product as a full cutoff, fully shielded luminaire.
L I G H TIN G --------------------------------------------------------Tech Help Lin.: 688 RAB-1000 Email: saleS@rabweb.comOnthewebat:.WW.N.rabweb.com
Copyright C201' RAe lighting. Inc. All Rights Reserved Nolo: SpeciftcaUons are subjeI;t to change without notice Page 1 of2
Jo..,
WPLED26 -continued • Country of Origin:
Designed by RAB in New Jersey and assembled in
Taiwan.
Trade Agreements Act Compliant:
This product is a product of Taiwan and a "designated
country" end product that complies with the Trade
Agreements Act.
GSA Schedule:
Suitable in accordance with FAR Subpart 25.4.
OLC Listed:
This product is on the Design Lights Consortium (DLC)
Qualified Products List and is eligible for rebates from
DLC Member Utilities.
(
RAe L I G H TIN G ---------------------------------------------------------Tech Help Line: 888 RAB-1000 Email: saleS@rabweb.com On the web at: www.rabweb.com
Copyright C2014 RAB lighting, Inc. All Rights Reser'>'ed Note: Specifications are subject to change without notice
Created: 0211712014
Page 2 of2
1 • • Deborah Dachos
From: Michelle Chase
Sent: Thursday, February 20,20144:25 PM
To: Jon Goddard; Vladimir Caceres; Deborah Dachas; Pamela Kerr
Cc: Michael Albro; terryr@rlaland.com; 'Robert M. Levesque'; 'Filipe Cravo'
Subject: RE: Site Plan -Condominium -Pond View Hollow -358 Corey Street
Two quick comments on these two items.
Page 1 of2
1. For the sewer transition manhole: The weir should be made so that the sewage will overtop it in the
middle and flow into the shaped invert in the manhole and not flow all over the shelf. This is a minor
issue that Engineering can work with the contractor and Levesque before work begins.
2. I should have noticed this before, but the current layout of the accessible p'ath from the parking lot to
Units 22 and 23 does not provide a path across it with the minimum 2% cross slope. If someone were to
need to cross this in a north/south direction, they would encounter a minimum of 4.5% cross slope. If I
am not mistaken, there needs to be a landing area (with a maximum 2.0 cross slope) between the top of
the 7.5% ramp and the 4.5% walk up to the two units.
Sincerely,
Michelle C. Chase, P.E.
Town Engineer
P: 413-821-0625
F: 413-821-0631
Agawam -Engineering Division
1000 Suflleld 51ree1
Agawam, MA 01001 www.agawamrnaus rI!J Please consider the environment before printing this email
From: Jon Goddard [mailto:jong@rlaland.com]
Sent: Thursday, February 20, 2014 3:37 PM
To: Vladimir Caceres; Deborah Dachos; Pamela Kerr
Cc: Michelle Chase; Michael Albro; terryr@rlaland.com; 'Robert M. Levesque'; 'Filipe Cravo'
Subject: RE: Site Plan -Condominium -Pond View Hollow -358 Corey Street
Good afternoon, Vladimir,
In response to the comments from Engineering, please see the attached revised grading and detail sheets for
Corey Street.
With regard to the grading in front of Units 22 and 23, we have revised the FFE (84.02) and the spot grade at the
front landing (83.95). No change was necessary for the curb ramp spot grades, as the sidewalk is 6' in width (see
sheet C-3). Ascending grades are therefore 7.5% at the curb ramp, 4.5% at the walkway to the front landing, and
1.5% at the landing.
The sewer detail has been revised to incorporate a weir to detain flows at the force main invert and prevent it from
emptying and potentially drying.
We are presenting this evening to the Planning Board for this project with the aim of closing; please review the
changes and confirm satisfaction of the comments if no changes are necessary to "final" plans.
Thank you very much,
2/20/2014
• •
Jonath .... E. Goddard
Project M .... ager
R. Levesque Associates, Inc.
•
D.L. Bean lit Ecotec Environmental Associates
40 School Street
Westfield, MA 01086
p.413.568.0985
f.413.568.0986
IWondcom
From: Vladimir Caceres [mailto:VCaceres@agawam.ma.us]
Sent: Thursday, February 20, 2014 2:38 PM
To: Deborah Dachos; Pamela Kerr
Cc: Michelle Chase; Michael Albro; terrvr@rlaland.com; jong@rlaland.com
Subject: Site Plan -Condominium -Pond View Hollow -358 Corey Street
Good afternoon!
•
See attached memo regarding Pond View Hollow -Condominium at 358 Corey Street.
Sincerely,
Vladimir caceres
Civil Engineer
Town of Agawam
Engineering Division
1000 Suffield Street
Agawam, MA 01001
Voice: 413-726-2805
Fax: 413-821-0631
Email: vcaceres@agawam.ma.u5
Confidentiality Statement
Page 2 of2
This Town of Agawam electronic message along with any corresponding attachments may contain privileged or confldential information. This
intonnation is for the use of the intended recipient(s) only. Any disclosure, copying, distribution, or use of the contents of this message in any manner is
stricUy prohibited by anyone other than the intended recipient(s). If you have received this email in error, notify the sender immediately by email and
delete all copies from your network..
2/20/2014
From: LETTER~TRANSMITTAL
R LEVESOUE ASSOCIATES, INC. Date: '2IICj 12{) Ie.{
A Land Planning Services Company I No: /CJ o3 ~'I
www.rlaland.c:om tName: .",.. /l v1~ ,~~ ... ~,
40 School Street · Westfield, MA 01085 RE:
413-568-0985 (0) 413 -568-0986 (F) ftIW ~
To: 1!iJ. IlL &C b-;wllr>? , fb?t-(M J/cl"r; 1-0-1 ,J'R".
.0"" ~.--J 6'f;
.~ Mil-
Attention: ~(JIU->f g,~
We Are Transmitting to You: 0 Under Separate Cover VIA ErA
~ns 0 Approval of Subcontractor 0 Copy of Letter
o Specifications 0 Order on Contuct 0 Pbotograpbs
o Report 0 Original Drawing. 0 Proposal
o Form 0 Otber
DC Copies DWC:Oaq, -.. Description j,umoer
:z.--:Z/i"'l/-;oq ~ P&vo tAoJ J , " ~j;c:;N D"
These are Transmitted as Noted Below:
~APproval 0 Approved as Submitted o Resubmit __ Copies for Approval
o For Information 0 Approved as Noted o Resubmit __ Copies for Distribution
o For Action 0 For Corrections o Return __ Corrected Prints
o As Requested 0 For Review and Comments 0
Remarks: {;('JcJ0, ~~, ~€7c-', ,
~~ 6t?r 71tr ~ PIAJ.[ ~ /btvo 111m If~f,dxJ: .
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Note: If Enclosures are not as noted, please notify us at once,
• Jon Goddard
From: Deborah Dachos [DDachoS@agawam.ma.us]
Sent: Monday, February 10, 2014 11 :40 AM
To: 'Jon Goddard'; 'Rob levesque'
Cc: Pamela Kerr
Subject: Pond View Hollow
Hi Jon,
•
The following is the list of items that the Board would like addressed before their next meeting:
• Foundation planting plan ( :::, tKr, \) ~ ~ Q. -1 )
• Colors and textures samples (I¥I I.. ttW'lJtr ')
• Elevation of sign (kr tr{"F\;Z\ .JG-)
• A photometric plan that can be read (~~.,-: (>~ ~"'\
• Address Engineering comments. (Sa: 1t-mt::ttt'D) 'J
Thank you. If you have any questions, please let me know.
Debbie
Deborah S. Dachos, Director
Agawam Office of Planning and Community Development
36 Main Street
Agawam, MA 01001
(413) 786~400, ext. 8738
planning@agawam.ma.us
Confidentiality Stalement
Page 1 of 1
This Town of Agawam e~ronic message along with any corresponding attachments may contain privileged or confidentiallnformaOOn. This
information is for the use of the inlerlded reapient(s) onty. Any dlsdosure. copying, distribution, or use of the contents of this message m any manner is
strictty prohibited by anyone other tN.n the intended recipient(s). If you have received this email in error, notify the sender immediately by email and
delete all copies from your network.
2/19/2014
R LEVESQUE ASSO"ATES, INC. • 40 School StciSEt • Wutfleld. MA 010B5
< p413.56B.09es ·f 413.568.0986 . www.rtaland.com
February 6'\ 2014
Town of Agawam Engineering Division
Attn: Ms. Michelle Chose, P .E.
1 000 Suffield Street
Agawam, MA 01001
Re: Pond View Hollow Engineering Comments dmed Jon\Jal)'9, 2014
RLA Projecl No. 130324
De.ar Ms. Chose,
• ----------~
RLA
Ou,. offiq! is in tec:eipt of theafarernentioned comments from ·YQl.fr departrTltlrtt with regard ta the
applications and plans cur,.en~y before the Planning Boord. In response, We are submitting the folloWing
informalion. Please seethe italicized Division camments quoted below with our response in boldfocetype
thereafter:
Conservation Commission Comments:
1. Despite the propQSfJc/ redudion in contribl.lfing afetJ from this site 10 the Ipw pint b~ (/lllt$ 1,5
and 16~ engineering Is still conq!med that the chonge in ground CQvet faxn WQOclslo gttJs$1IJope will
have a negative impadon ihe low point. RJ.A should odd a note 10 the plans stating thafthe
owner/developer will work with the Agawom Engineering Division 10 mitigote this issue as much as
tea5pnably pQ$SibJeduring consltJ!(:fjon. (t;ttr S Iff. (;-<{)
2. Engineering recommends that snow sIorage areas should not be located within the 3:1 sloped areas
on site in prder 10 avaid sediment erosion in these areas. Also, the proposed snOW $It:irtJge·IOCQfed
between units 15 and 16 shotJld be removed d\Jlil todralf/09fJ issue m$l1ic>ned above In c6trtment 7.
(Set' Jff. t-t/) General Site Plan Comments:
3. Curb cut ramps.shall not be less than 48 inches wide and shall have 0 maximum of2!J(, cross
slope p/ong sidewalk to ollaw for safe cnd tJ(~..p~~a~~f) along tIuJ. sidewalk.
4. A detail of the seWer fransition manhole needs to be c>dded Jo the plans. It should show the
configuration of the 3 gravi(y pipes and pneC~ ma~:;;e ~~tec -(0 I 4 D-S)
Engineering reserves the right to mak,. additional comments as new information is submitted. If you have
any qu,.stions pleose do not hesitote to contod this division.
A LAND PLANNING SERVICES COMPANY
R LEVESQUE ASS"'ATES, INC. • 40 5cbof .tru:' . Wutf ..... , MA IX85 -
P 4135511.09B5 • f "".568.09B6 . 1ltUlUU' .... nd.con --....... ~-::-, -
I~ L :\
RlA Response: As discussed between our offices, RLA will incorporate the requested revisions into the
pre-construction pions to be submitted to Engineering. The Conservation Commission hos opproved
the application and has agreed to the post-hearing revisions, and the curb cut romps wiH b. widened
and the sewer transition manhole will be depicted on the final set.
lEnd of Engineering Comments & ItLA Response)
Should you have any questions or concems regordinu the revised plana or the above responses, plea .. do
not hesitate to wntoct OWl" office. Thank)'SU few )'OUt' time.
beords,
u: II.A File ...... ' .. 2.
A LAND PLANNING SERVICES COMPANY
'.
R LEVESQUE ASS~IATES, INC.
40 School StrEEt . WEStfield, MA 01085
P 413.568.0985 . f 413.568.0986 . wutw.rlaland.com
February 6'h, 2014
Town of Agawam Office of Planning & Community Development
Attn : Ms. Deborah S. Dachos, Director
36 Main Street
Agawam, MA 01001
•
Re: Pond View Hollow Planning Department Comments dated November 19, 2013
RLA Project No. 130324
Dear Ms. Dachos,
Our office is in receipt of the aforementioned comments from your office with regard to the application and
plans currently before the Planning Board. We are herein providing a response to specific comments that
lend themselves to further delOi/' These select comments are repeated below with our response immediately
thereafter in bold face type:
Description of Site: Sde of the former Sportsmen Club. There ore wetlands and a pond on the property. An
EPA Brownfield Clean-up was conduded to remove lead and arsenic contomination resulting from the
earlier use of the parcel as a nTle range. Some contamination may remain and ongoing compliance with
DEP requirements will be necessary. A filing wdh the Conservation Commission WI'll be necessary.
RlA Response: The assessment of the site is accurate. As nofed on project plans, the subject property is
subject to restrictions of an Area Use Limitations (A.U.L) Plan. Plan notes go on to state that • ... 011
construction activities shall adhere to said plan_ Prior to starting work, contractor shall familiarize themselves
and their sub-contractors with said limitations. For information regarding the AUL, please conmct Page
Fallon, LSP of Environmental Compliance Services, Inc. for detail regarding excavation limitations and other
restrictions. "
A Notice of Intent was filed and approved by the Conservation Commission.
Parking: Seventy (70) parking spaces are shown. Residence A-3 requires that 2 spaces be provided for
each unt~. These spaces must be w/~hin 25' of the building. Four spaces do not meet this requirement. A
variance from the Board of Appeals may be necessary.
RlA Response: The plans have been revised to locate the required parking spaces within the required
distance_
Landscaping/Screening and Buffers: The following landscape note must be placed on the plan: "All
plantings must be maintained and that porlion of the public way abutting the parcel and including the
A LAND PLANNING SERVICES COMPANY
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•
R LEVESQUE ASSO~ATES, INC. • 40 School StrEet < WEstfield, MA 0108S
P 413.568.0985 < f 413.568.0986 . wWlJJ.rlaland.com
treebelt shall be maintained in a safe and attractive condition by the owner of the porcel. "
Residence A-3 requires that a landscape foundation strip be provided between each building and the
driveway. The landscape plan indicates that the foundation plantings are to be approved by the Landscape
Archited in the field A typical foundation planting plan should be provided There also must be a minimum
of a 15' planting strip adjacent to each property line.
RLA Response: The required note, detail, and sign location will be added to the Site Landscaping Plan for
the final plan set. RLA requests that the Planning Board condition approval of the application to include
submittal of a 1ypical foundation planting plan to the Board for its approval prior to construction.
The minimum 15' planting strip adjacent to each property line is provided n most locations by limiting the
amount of required clearing and allowing existing vegetation to remain. Where grading is proposed within
the strip width proximate to units 15 and 16, evergreen plantings are proposed.
Sign Location: Not provided
RLA Response: The sign for the community will be sited adjacent to access drive off of Corey Street at a sofe
position that will not interfere with sight distance. Mr. Russo will be submitting an application for the sign
with the Town separately.
Exterior Lighting: Not provided Dimension, cut sheets, and a photometric plan for all exterior lighting must
be provided All lighting must be recessed and shielded and no light shall spill oH the site onto adjacent
residential properties.
RlA Response: The site lighting plan has been provided subsequent to the comments; a cut sheet of the
lighting standard is provided herewith.
Rendering or Elevations: Nat provided If RLA Response: Architectural elevations have been provided subsequent to the comments and depict the
rJ I. or 1ypical fa~ade of the apartment buildings. The apartments will have vinyl siding and sloped roofs with l} asphalt shingles; where possible, siding may vary in color or texture for architectural interest.
Dumpster Location: Not provided All dumpsters must be fenced, screened, and gated
RlA Response: Trash aod recycling pick·up is proposed to be placed in key locations proximate to the
interior sidewalks/curblines by tenants and privately removed from the site.
Other Comments or Concerns: Given the imminent construdion of Phase 1/ of the School Street Park, the
applicant should explore installation of sidewalks from the proposed driveway along the frontage of the
parcel to the eastern property line. In conversation with the Town Engineer, she stated that the lack of
drainage in Corey Street may present difficulties wHh this installation.
A LAND PLANNING SERVICES COMPANY
.
R LEVESQUE ASS~ATES, INC. • 40 School StNlet . WEStfield, MA 01085
p 413.568,0985 . f 413.568.0986 . wWULrlaland.com
RLA Response: In dialogue wifh fhe Town of Agawam Engineering Department, it was noted fhat Corey
Street is designed for Hcounlry drainageH where water sheet flows from fhe roadway directly onto adjacent
land. Sidewalks would fherefore be required to be situated at a grade lower fhan fhe edge of pavement to
preserve drainage patterns. Furlhermore, no plans are in place at this time to reconstruct Corey Street with
conventional sidewalk, curb, and gutter construction where the sidewalk is at the grade of fhe top of fhe curb
but requires conventional stormwater conveyances in the form af catch basins, pipes, water treatment
systems, and outfalls. Consequently, and in light of fhe compromises of Hcountry drainage", we do not
propose sidewalks connecting fhe interior pedestrian routes to Corey Street.
lEnd of Commenls & Responses]
Should you have any questions or concerns regarding the above responses, please do nol hesitale 10 conlact
our office. Thank you for your lime.
Regards,
onathan E. Goddard, RLA, ASLA
Project Manager
R. Levesque Associales, Inc.
cc: RIA File No. 130424
A LAND PLANNING SERVICES COMPANY
Pamela I\:srr -------.
From: Michelle Chase
Sent: Thursday, February 06, 2014 3:09 PM
To: Jon Goddard
Cc: Deborah Dachos; Pamela Kerr; 'Rob Levesque'
Subject: RE: 130324: Pond View Hollow Engineering Comment Response
Attachments: pond view hollow -feb 6 2014.pdf
Thanks Jon,
Page 1 of 1
I've attached out memo. It is basically the same as the last memo with the one line stating that you will address our comments
in the final set of plans before construction begins.
Sincerely,
Michelle C. Chase, P.E.
Town Engineer
P; 413-a21-0625
F; 413-a21-0631
Agawam -Engineering Division
1000 Suffield Slreel
Agawam. MA 01001
www.agawam.roa.us
rJt:J Please consider the environment before printing this email
From: Jon Goddard [mailto:jong@rlaland.com]
Sent: Thursday, February 06,20142:43 PM
To: Michelle Chase
Cc: Deborah Dachos; Pamela Kerr; 'Rob Levesque'
Subject: 130324: Pond View Hollow Engineering Comment Response
Good afternoon, Michelle,
Thank you for speaking with me earlier today. In response to our dialogue and in light of the relatively minor nature of the
comments, I am attaching a comment response letter stating our intention to provide the requested edits after tonighfs Planning
Board hearing so that any minor planning-related edits that might arise can also be incorporated.
Thank you for your time,
Jonathan E. Goddard
Project Manager
R. Levesque Associates, Inc.
D.L. Bean & Ecotec Environmental Associates
40 School Street
Westfield, MA 01086
p. 413.568.0985
£ 413.568.0986
rlalandcom
2/612014
...
To:
CC:
Fro .. :
Date:
Subject:
• . .. ""
TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 821 0600 • Fax (413) 821 0631
Christopher J. Gelba • Superiatendent
MEMORANDUM
planning Board / R Levesque Associates, Inc.
File
EaginccringDivision
February 6, 2014
Site Plan Update Condominium -Pond View Hollow -358 Corey Street -SP 582
Per YOW' request, we have reviewed the Site Plan entitled ''Notice of Intent -Pond-View Hollow -358 Corey
Street, Map 12, Book 2, Lot 1, Agawam, MA; Prepared for: IDR Properties LLC, 204 Suffield Street,
Agawam, MA 01001; Prepared by: R Levesque Associate, Inc., 40 School Street, Westfield, MA 01086; Scale:
1" = 30'; Rev. Dated: 1181'14. Engineering has the following comments:
Engineering spoke with R. Levesque lISSOCiatcs and they agree to address comments listed below in the final set
of plans before construction is to begin.
GAlm Site PI., Comments:
1. CW'b cut ramps shall not be less than 48 inches wide and shall have a maximum of 2% cross slope to
allow for safe and accessible pedestrian 1ravel along the sidewalk.
2. A detail of the sewer transition manhole needs to be added to the plans. It should show the
configumtion of the 3 gravity pipes and one force main in the structure.
CopaervatiOP Commi',iOD commmg:
3. Despite the proposed reduction in contributing area from this site to the low point between units IS IIIId
16, Engineering is still wncemed that the change in ground cover from woods to grass slope will have a
negative impact on the low point. RLA mould add a note to the plans stating that the owner/developer
will work with the Agawam Engineering Division to mitigate this issue as much as reasonably possible
dW'ing construction.
4. Engineering recommends that snow storage areas should not be located within the 3:1 sloped areas on
site in order to avoid sediment erosion in these areas. Also, the proposed snow stomge located between
units 15 and 16 should be removed due to drainage issue mentioned above in comment 1.
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,
~a
Michelle C. Chase, P .E.
Town Engineer -----
':'~\S82 pond view bollow conde's -358 corey ;.t\nodcc oftnttnt -lDeJno 3.doc
To:
CC:
From:
Date:
S.bjeet:
•
TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 821 0600 • Fax (413) 821 0631
Christopher J. Golba • Superintendent
MEMORANDUM
Conservation Commimon / R Levesque Associates, Inc.
File
Engineering Division
January 9, 2014
Notice of Intent -Condominium -Pond View Hollow -358 Corey Street -SP 582
Per your request, we have reviewed the Site Plan entitled "Notice of Intent -Pond-View Hollow -358 Corey
Street, Map 12, Book 2, Lot I, Agawam, MA; Prepared for: IDR Properties LLC, 204 Suffield Street,
Agawam, MA 01001; Prepared by: R Levesque Associate, Inc., 40 School Street, Westfield, MA 01086; Scale:
1" = 30'; Rev. Dated: 1/8/'14. Engineering has the following comments:
COlservation CommWWn eomments:
1. Despite the proposed reduction in contributing area from this site to the low point between units 15 and
16, Engineering is still concerned that the change in ground cover from woods to grass slope will have a
negative impact on the low point. RLA should add a note to the plans stating that the owner/developer
will work with the Agawam Engineering Division to mitigate this issue as much as reasonably possible
during construction.
2. Engineering recommends that snow storage areas should not be located within the 3: 1 sloped areas on
site in order to avoid sediment erosion in these areas. Also, the proposed snow storage located between
units 15 and 16 should be removed due to drainage issue mentioned above in comment 1.
Gttenl Site PlaD Co •• ents:
3. Curb cut ramps shall not be less than 48 inches wide and shall have a maximum of 2% cross slope along
sidewalk to allow for safe and accessible pedestrian travel along the sidewalk.
4. A detail of the sewer transition manhole needs to be added to the plans. It should show the
configuration of the 3 gravity pipes and one force main in the structure.
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,
Y/~C~d.
Vladimir caceres
Civil Engineer I
~:\sp\~82 pond view hollow cOlldo~ • 358 corey ~(\llOlicc of intent· memo 3.d()C
Michelle C. Chase, P.E.
Town Engineer
•
Deborah Dachos
From: Carl Hultgren [chultgren.qe@charter.net]
Sent: Thursday, December 19,20133:06 PM
To: Deborah Dachas; Pamela Kerr
Cc: 'Mead, Ray'
Subject: 55 Cooper Street -Site Plan Review Application
Ms. Dachas,
• Page 1 ofl
On behalf of the Applicant, this office respectfully requests that the meeting scheduled for this evening (December
19) for work at 55 Cooper Street be continued to the Board's meeting scheduled for January 16, 2014. The
request is made so that the Conservation Commission has an opportunity to close their public hearing process
and also so that the (2) remaining DPW comments may be resolved. Please do not hesitate to call or email if you
have any questions or comments.
Thank you.
Carl Hultgren, PE
chultgren@qeicivil.com
Quinn Engineering, Inc.
PO Box 107
Paxton, MA 01612
Phone: (508) 753-7999
Fax: (508) 795-0939
12/19/2013
----------~.~--------~.
To:
CC:
From:
Date:
Subject:
TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 811 0600 • Fax (413) 811 0631
Christopher J. Golba • Superintendent
MEMORANDUM
Planning / Quinn Engineering, Inc.
File
Engineering Division
December 19, 2013
Site Pla.,:]. -Heritage Hall North -Proposed Parking Improvements -55 Cooper Street
Per your request, we have reviewed the Site Plan entitled "Site Plan -Heritage HaIl North -Proposed Parking
Improvements -55 Cooper Street, Map K13 4 24, Book 5847, Page 232, Agawam, MA; Prepared for: Genesis
Health Ventures ofMA C/O Health Care Reit Inc., 4500 Dorr Street, Toledo, OH 43615; Prepared by: Quinn
Engineering, Inc. P.O. Box 107 Paxton, MA 01612; Scale: 1" = 30'; Rev. dated: 1211312013," and we have the
following comments:
1. HydroCAD cal culations indicate that the basin will have less than one foot of freeboard during 10 and
100 years stonn events. One foot of freeboard is highly recommended to prevent the top of the bank
from washing out.
2. Snow store areas are proposed near the inlets of the 8" and 10" drainage pipes shown on the north side
of the site. The property owner must tske care not to block these inlets with snow.
Engineering reserves 6e right to make additional comments as new information is submitted. If you have any
questions please do no: hesitate to contact this division.
Sincerely,
Vladimir C\ceres I
Civil Engineer
s:\.~p\58J hl!riblglJ halllwrlh -55 c('1o~X'r streel\m\;l1\() 3 -Sill' "lan.do..:
~;;;~
Michael Albro. P.E.
Assistant Town Engineer
• Pamela Kerr
From:
Sent:
To:
Cc:
Subject:
Paula Geddis [paulag@rlaland.comj
Wednesday, December 18, 2013 3:20 PM
Deborah Dachos; Pamela Kerr
'Robert M. Levesque'; 'Rose Misischia'
358 Corey Street,
Attachments: PB Hearing Continiuation Request for 12-19-13.pdf
Hi Deb and Pam.
(, Page 1 of 1
On behalf of our client, Mr. Thomas Russo of TDR Properties, LLC, our office is kindly requesting a continuation of the
Agawam Planning Board Hearing for 358 Corey Street, scheduled for Thursday, December 19, 2013 to their next
tentatively scheduled meeting on Thursday, January 16, 2014.
Please confirm that you have receipt our request at your earliest convenience.
Thank you kindly for your time and consideration. HAPPY HOLIDAYS!!!!!
Paula
Paula D. Geddis, Administrative Assistant
R LEVESQUE ASSOCIATES, INC.
40 School Street, PO Box 640
Westfield, MA 01085
P 413.568.0985
f 413.568-0986
www.rlaland.com
~ 12119/2013
,.. • Fl l.EVESQUE ASSOCIATE~), INC.
40 Sc.h~ 5tl'El1. P.O. HOX 640. WEstfiEld, MA 01005
p413.5GB.098S . f0413.568 .0996 . wUluu·lal~nd.com
December 1 7, 2013
Mr. Travis Ward, Chair
Town of Agawam Planning Board
36 Main Street
Agawam, MA 01001
RE: Site Plan Review Application
•
Proposed Pond-View Hollow Aportment Community
358 Corey Street, Agawom
(Assessors Po reels K 1 2 2 1)
RLA Project File: 130324
Dear Mr. Ward & Board Members:
On behalf of our dient, Mr. Thomas Russo of TOR Properties, llC, our office is hereby requesting a
continuation of the Planning Board's December 19, 2013 meeting to their next meeting, tentatively scheduled
for Thursday, January 16, 2014.
Please contact our office should you have any questions. Thank you kindly for your time and consideration.
Sincerely,
~ErJ~E ASSOCIATES, INC
1:~ddis
Operations
cc: Mr. Thomas Russo
A LAND PLANNING SERVICES COMPANY
60wn of Ag_am
Erik Wight
Inspector of Buildings
Micbael Day
Plumbing Inspector
Cross Connection Tester
December 4, 2013
Inspection Services Department
Building Inspection Code Enforcement
1000 Suffield Street, Agawam, MA 01001
Telephone -(413) 821-0632
Fax (413) 821-0637
RE: 358 Corey Street, Agawam
Dear Mr. Levesque,
Richard Bosini
Electticallnspector
Sealer of Weights & Measures
Enforcement Officer
The Inspection Services Department received a lette~ from you dated November 22,2013 asking
for clarification regarding parking requirements for the 258 Corey Street project. I do not oppose
Deborah Dachos, Director of Planning and Community Development, interpretation of Agawam
Zoning Bylaw section 180.29 K.
Sincerely,
Erik C. Wight
Inspector of Buildings
Cc: Planning Director Deborah Dachos
Mayor Richard Cohen
City Solicitor Vincent Gioscia
Tom Russo
1
•
emorandum
To: Planning Board
CC:
From: Sergeant Donald Gallerani
Date: November 20, 2013
•
Re: Site Plan -Corey Street -Pond View Hollow -Russo
The line of sight to the east and west while exiting the driveway of Pond-View
Hollow is good in both directions.
~~~mPlex sidewalks should continue out along the driveway and meet a sidewalk all"eorey Street. This would allow school aged children to safely walk through the
cQmplexon a sidewalk and wait for their school bus on a sidewalk on Corey Street.
~J;~~~t~t~~~<t1 ~~~iWe parking area should be ~n complianc~ with the Town Ordinance regarding
,llie..'ll).linber and locatIOn of Handicapped Parkmg spaces.
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Respectful
s!
Sergeant Donald Gallerani
Safety Officer
Agawam Police Department
Revie
enant E .
raffic Burea Commander
Agawam Police Department
1
To:
CC:
From:
Date:
Subjeet:
( •
TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 821 0600 • Fax (413) 82.1 0631
Christopher J. Golba • Superintendent
MEMORANDUM
P1anning.! R Levesque Associates, Inc.
File
Engineering Division
November 20, 2013
Site Plan -Condominium -Pond View Hollow -358 Corey Street -SP 582
Per your request, we have reviewed the Site Plan entitled "Pond-View Hollow -358 Corey Street, Map 12.
Book 2, Lot I. Agawam, MA; Prepared for: TOR Properties LLC, 204 Suffield Street, Agawam, MA 01001;
Prepared by: R Levesque Associate, Inc., 40 School Street, Westfield, MA 01086; Scale: 1" -30'; Dated:
October 29, 2013. Engineering met with R Levesque Associates on November 19, 2013 and discussed the
following comments:
Dnin.u apd COlllea.tioD CO.milSiOB eommegts:
I. This project does not appear to meet any of 3 exemptions listed on pages 6 and 7 of the Notice of Intent.
R Levesque associates, Inc. needs to explain why this project is exempt from MassDEP Stormwater
Management Standards.
2. Please submit a detail for each rain garden with dimensions and invert elevations to assure proper
construction.
3. The area to the east of the driveway should be labeled to indicate that grading needs to be adjusted to
prevent Corey Street stormwater runoff from entering Rain Garden 2.
4. The Catch Basin I outlet shows a 12" pipe, but it is labeled as an 18" pipe on sheet C-4.
5. There is a concem that the proposed grading of the area between units 16 and 17 might increase the
amount of stormwater runoff to a low point in the rear yard of 63 Janelle Drive and 88 & 89 Jennie
Circle; On November 19, 2013 Engineering met with RLA, Engineering and RLA agree that the
grading in this area will be assessed during construction. A condition of the approval should include a
requirement that the developer work with the Town to ensure a proper improvement to this area.
6. Please show the proposed snow storage areas for this property. Also, add note for snow removal if
needed.
7. The proposed erosion control barrier is too close to the proposed water main to allow for proper
installation of the water main along the western side of the property. Also, the heritage river birches
should not be planted over the water line.
General Site PIap Comments:
8. Due to the number of proposed utilities, full width pavement replacement will be required on Corey
Street from Janelle Drive to the gas service.
9. Please add vertical granite curb the on radii at Corey Street with transition down to existing grade at
. edge of pavement and also include a transition piece to the bituminous curb in the project.
• •
10. Please add a note to the plans stating that the developer needs to coordinate with WMECO to have an
overhead street light installed on the existing utility pole to the west of the driveway.
11. Please provide accessible curb ramps at the end of sidewalks near units 17 and 23.
12. The accessible parking signs are to conform to the design and verbiage specified in M.O.L C.40 S.22A
and AAB 521 CMR 23.00. See attached details.
13. Any remaining debris or materials on site from the old sports men club will need to be removed and
property disposed of as regulations permit.
14. Pavement marking and signage are recommended to promote proper traffic flow around the circle.
15. On sheets C-5 and C-6, the proposed SMH are not labeled correctly, there are two PSMH-2's.
16. The two 8" PVC sewer lines entering PSMH-4 need to be labeled with the proposed pitch.
17. Please add labels for bends and restraint lengths for the water main.
18. Proposed sewer manhole between units 16 and 17 needs to be moved to the north so that the inlet pipes
are at an angle of less than 90 degrees with the outlet. Also, sanitary cleanouts are required near units 16
and 17.
19. Please show plan and profile view on the entire sewer main at: 1" = 40' horizontal and 1" = 4' vertical
scale.
20. Proposed sewer main needs to be insulated when the cover is less than 4 feet. This will be evaluated
when Engineering reviews the plan and profile for the sewer.
21. The existing depth of the sewer at Janelle Drive will need to be verified and the Agawam DPW notified
prior to construction. Changes to the design may be required at that time.
22. Proposed water services on units 14, 15 & 16 shall all be directly connected to water main line (2 feet
apart).
23. The developer can remove the western valve from the proposed triple gated connection on the eastside
of the project.
24. The sewer shall have a minimum pitch of 0.4%.
25. The sewer shall have a minimum drop of 0.1 ' thru each SMH.
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,
/f/.eke-
Vladimir Caceres
Civil Engineer I
s:\sp\582 pond vicw hollow condos· .l58 ~orey st\sit~ plan· mC'nlO 2.d,)\'"
Michelle C. Chase, P.E.
Town Engineer
AGAvAM FIRE DEPArft-MENT
800 MAIN STREET, AGAWAM, MA 01001
TELEPHONE (413) 786-0657 FAX (413) 786-1241
ALAN SIROIS, CHIEF OF DEPARTMENT
BERNARD J. CALVI, DEPUTV CHIEF
BRIAN KEEFE, DRILL INSTRUCTOR
Date: November 5, 2013
afdchief@agawam.ma.us
afddeputy@agawam.ma.us
afdtraining@agawam.ma.us
To: Deborah Dachos, Director, Planning and Community Development
From: Alan Sirois, Fire Chief
Subject: Site Plan -Corey Street -Pond View Hollow -Russo
Dear Director Dachos,
1 have reviewed the site plan for Pond View Hollow on Corey Street sent to me from your office
in a memorandum dated November 4,2013.
I have noted that the project includes the construction of structures containing multiple
residential occupancies. Please note that M.G.L. c. 148 § 261 requires that newly constructed
structures containing not less than four (4) dwelling units be protected with an adequate system
of automatic sprinklers.
Feel free to contact my office with questions or concerns.
VeryT~Y~ ~ ___ ---
~t:;, Fire Chief
• •
AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT
SITE PLAN REVI EW
REVIEWER: D. Dachos DATE: November 19. 2013
DATE RECEIVED: November 4.2013 DISTRIBUTION DATE: November 4,2013
PLANNING BOARD MEETING DATE: November 21,2013
APPLICANT INFORMATION
1. Name of Business: TDR Properties, LLC
Address: 204 Suffield Street
2. Owner: Same
Address:
Telephone: 478-3470
3. Engineer: R. Levesque Associates Inc.
Fax:
Address: 29 Broad Street, P.O. Box 640, Westfield, MA 01086
Telephone: 568-0985 Fax: 568-0986
PLAN REVIEW
Scale: 1" = 30' Date: May 13, 2013
Title Block (Street Address. Applicant's Name. Address. Scale. Name of Preparer of
Plan): OK
Description of Project: Proposed construction of thirty (30) multi-family dwellings in
four (4) buildings.
Description of Site: Site of the former Sportsmen Club. There are wetlands and a pond
on the property. An EPA Brownfield Clean-up was conducted to remove lead and
arsenic contamination resulting from the earlier use of the parcel as a rifle range. Some
Site Plan Review
Page 2
• •
contamination may remain and ongoing compliance with DEP requirements will be
necessary. A filing with the Conservation Commission will be necessary.
Provision for Traffic Flow: A single curbcut is shown on Corey Street. The driveway is
two-way and 30' wide.
Parking: Seventy (70) parking spaces are shown. Residence A-3 requires that 2 spaces
be provided for each unit. These spaces must be within 25' of the building. Four spaces
do not meet this requirement. A variance from the Board of Appeals may be necessary.
Drainage: See Engineering comments.
Public Utilities: See Engineering comments.
Landscaping/Screening and Buffers: The following landscape note must be placed on
the plan: "All plantings must be maintained and that portion of the public way abutting
the parcel and including the treebelt shall be maintained in a safe and attractive condition
by the owner of the parcel."
Residence A-3 requires that a landscape foundation strip be provided between each
building and the driveway. The landscape plan indicates that the foundation plantings
are to be approved by the Landscape Architect in the field. A typical foundation planting
plan should be provided. There also must be a minimum of a 15' planting strip adjacent
to each property line.
Sign Location: Not provided.
Exterior Lighting: Not provided. Dimension, cut sheets, and a photometric plan for all
exterior lighting must be provided. All lighting must be recessed and shielded and no
light shall spill off the site on to adjacent residential properties.
Rendering or Elevations: Not provided.
Dumpster Location: Not provided. All dumpsters must be fenced, screened and gated.
Other Comments or Concerns: Given the imminent construction of Phase II of the
School Street Park, the applicant should explore installation of sidewalks from the
proposed driveway along the frontage of the parcel to the eastern property line. In
conversation with the Town Engineer, she stated that the lack of drainage in Corey Street
may present difficulties with this installation.
• . 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, 358 Corey Street -Russo
11/19/2013 3:24: 17 PM
eN
1:3012
1"=251'
....J •
. . -~ ...
\
The information depicted on this map is for
planning purposes only. It is not adequate
for legal boundary definition, regulatory
interpretation, or parcel-level analyses.
•
358 Corey Street -Russo
11/19/2013 3:25:20 PM
®
1 :1500
1"=125'
• •
Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
. Tel. 413-786-0400 Fax 413-786-9927
MEMO
TO: Engineering Department, Police Department, Fire Department, ADA Committee
FROM: Planning Board 17..>17
SUBJECT: Site Plan -Corey Street -Pond-View Hollow-Russo
DATE: November 4, 2013
Please review and comment on the attached Site Plan for Pond-View Hollow on Corey Street
prior to the Board's November 21 st meeting.
Tluink you.
DSD:prk
From: LETTER~:a.JfAL
R LEVESQUE ASSOCIATES1 INC. D~e: 11,
A Land Planning Services Company : No: "n ...
www.rlaland.com : Name: ~ '''.
40 School Street, P,O. Box 640, WesIfICId, MA 01086 RE: Site Plan , for the
413-568.c985 (0) 413 -568.c986 (F) , Board
To: Agawam Building Inspector
1000 Suffield Street
Agawam, MA 01001
Attention: Erik Wight
We Are Transmitting to You: o Under Separate Cover VIA I:8l Attached
I:8l Plans 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 I:8l Other
" uuo,,~. owe Date Description OI
IJL Site Plan ,(1 1&9
10 I, Site Plan Set
These are Transmitted as Noted Below:
o For Approval 0 Approved as Submitted o Resubmit __ Copies for Approval
o For Information 0 Approved as Noted o Resubmit __ Copies for Distrlbutioll
I:8l For Actioll 0 For Correctiolls o Retum __ Corrected Prints
o As Requested 0 For Review and Commellts 0
Remarks: RECEIVED
~oV' 04 2013
AGAWAM
PI ANNING BOARD
RJ'A ~JL~~ = ... ., .. 'c, = U
By: 'Paula D. Geddis U
Note: 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: June 19, 2013
DATE RECEIVED: May 21,2013 DISTRIBUTION DATE:
PLANNING BOARD MEETING DATE: Not scheduled
APPLICANT INFORMATION
1. Name of Business: TOR Properties, LLC
Address: 204 Suffield Street
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" = 30' Date: May 13, 2013
Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of
Plan): Plans are not stamped.
Description of Project: Proposed construction of thirty (30) multi-family dwellings in
four (4) buildings.
,.
Site Plan Review
Page 2
• •
Description of Site: Site of the former Sportsmen Club. There are wetlands and a pond
on the property. An EPA Brownfield Clean-up was conducted to remove lead and
arsenic contamination resulting from the earlier use of the parcel as a rifle range. A filing
with the Conservation Commission will be necessary.
Provision for Traffic Flow: A single curbcut is shown on Corey Street. Dimensions and
radii must be shown.
Parking: Seventy (70) parking spaces are shown. Residence A-3 requires that 2 spaces
be provide for each unit. These spaces must be within 25' of the building. Four spaces
do not meet this requirement. A variance from the Board of Appeals may be necessary.
Drainage: See Engineering comments.
Public Utilities: All utilities must be shown on the plan.
Landscaping/Screening and Buffers: The following landscape note must be placed on
the plan: "All plantings must be maintained and that portion of the public way abutting
the ·parcel and including the treebelt shall be maintained in a safe and attractive condition
by the owner of the parcel."
A landscape plan must be submitted showing species. size and location. Residence A-3
requires that a landscape foundation strip be provided between each building and the
driveway. There also must be a minimum of a 15' planting strip adjacent to each
property line.
Sign Location: Not provided.
Exterior Lighting: Not provided. Dimension and cut sheets for all exterior lighting
must be provided. All lighting must be recessed and shielded and no light shall spill off
the site into adjacent residential properties.
Rendering or Elevations: Not provided.
Dumpster Location: Not provided. All dumpsters must be fenced. screened and gated.
Other Comments or Concerns:
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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.
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Pond View Hollow
Apartments
6/19/20132:45:09 PM
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31
20031 Sf
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20037 SF
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1 :1500
1"=125'
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. Pond View Hollow
Apartments
6/19/2013 2:46:06 PM
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1:1500
1"=125'
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SITE PLANS
AS PREPARED FOR
TDR Properties LLC
®
204 Suffield Street
Agawam, MA 01001
OCTOBER, 2013
BY
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SIII7A8L£ 'Er1UIPIIENT.
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-1'1£ usr 71t.J.,ACE OPCRATION SHALJ. BE PCRFORM£:r) ACROSS "'f' $l.0P£:
B. mAlJl.JSHMiNr
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TD/P()f{AR)' S£CDINC SHAll B£ APPLICJ) TO ALL DISTf.IRt/ID) AREAS 0f.JTSf(}£ 7HIS 1TIIC
fllItIE. /JIIoN N'I'ROIfII. BY THt: ~ AHCN1£Cr.
C._
-:tAND~ =--= ~=~ sa THAT A GOOQ
NONSrRtfC,-J,w. CONTfftJl. f'RACT1C5
I. SCAM7CA11OH.. EXPOSED $LOPES ext:ff1JII¥(; 4.., SHM.L 6E ~ AT RIf:HT ~ TO tHE: $l.QP£ PRrMO£ POfIODIC UPGRADiNG or $CflRA71ON$ DURING £XPOS£D
P£R/Ot) ~ \.SE?A1'ION is ESTABI.ISI£O. ~ I<R£rAlIVE ~ AS m:w AS I'OSSKI<£.
2, S17i4,.. JI/JL=' STlMIf' JIIJl.CH SIiAI.1. BC APPI.JE() IN CON.IUNCTICJN WfTH ~ S£8)(NC AND Tr1 ~ M'£.AS ItNII:W ~ ~ OUTSIIJ£ OF RECCIAI£NDED SEEDiNG lM~ Wl.CH SH4LL 11£ APPt.fJ:I AT 90 L/IS. ~~~cn;w~~Ml"m"MO~YAS~
J. TrJPSOIl.: DiSTuReeJ AR£.t5 SH4U. 8£ 1'OP$CIU1) fJRfOR ro $£ED APPUCA1IOH. ~T.OV!S7~
-RatO\£'A(L ROCKS ND lJEBRfS ()Ioe;' 1"-1 1/2"/N~. ~istAll'i'tCl!"~ Tr1stCb~
-Al¥'LY 6," 0EF1H OF 10PSCIL
~. SILT FENCe:' SILT FENCE SHALL BE IHSf"AIJ.DJ AROIJNO THe PfRJUETER OF THE snc. ~~~J;~~~y'~~~~~=-
lH£ SfI'£ M$ BaN S,o;wuzo;> (~ > .'l?K) IIY ~
STRUCnJRAl. ,: CONmOl PRACTICES
I. R!P-RAP ootuT PROrt:Ct1a'{: I'tfP-RAP S1tMJ. 6£ ~ AT All AI'r 0fITl.ElS lr)
nE ..rn:.wP. ...~ $HAU BC fWH), IJIJfWII.£ nao Off otWfRY srot£ IffIICH IS
AH(;(.ILNl ~ II£SI5rS ~ (IOItN' IfH(W 0t'PrJ50J ltJ 1IHll7't at ~7H£RNC.
2. COM;TRlIC"Q,v ~ ~mv eNf!WK:c $'f4U 8Ii CCWS1RtJC'lEI) IfI A~ .,TH TH£ LW4111'1oGS.
J. {)()$T ~ A I«o4Il1l 1RUCK $HOilU) IJC tOG41Zt1' ON-S/TF "'" DiJST COfflROL
ItH'l£ III::WK,I$~ ~ ~ camt« ~ SH.4U. BC CIt£CK£IJ. ~y Nil) AF1£R CACH SIGNIF1CANT fWNf'AI.J.. £IIFJ(T. THE FOUOWINtJ
nEJIS SN4/..l, IJC CHB:JfEJ) IN ~
A. ~ 0VI1.ET PROtnmoH S#W.L fIE CJECKED R£QUUI!tLy F'OR $€tIMENr ~r.o..: F SIGMF1CANr AIIOiA(TS OF' 5DJNCNT A~~ RIP-/W'
SHN.J. Iff" R£JIOW:D NoD R£PYCEI]. 8. SILT FiNcINC SHIIi.1. 8£ IN$PfCTED ~y frJR /JNODffIINING......., 1l£TERIQN.1ION. ~ S€D/IIEN7" FT«»I B£/fIND FENC£ WHOI ". ~ ~ iNCHES'DECP.
C. SEEtJ€4AlUi.CHED MFAS SHAll. tJ£ ~ ~Y ro S££ THAT A ~
S7NN) ($ IJAlNTAIN£D. ARf"A$ 5I-W.L B£ RER4IR£T) AS ~
SILT FENCE INSTALLAVON NOTES
1. lHIS SEI1IMENT /WlIlJ£R U1/IJZES MIIW1 £1MIfOFDJCE (1(J(J}(j eM' £QUAL IT" IS D£SIGNETJ roR Sf1UI411rJNS IN IMCH ONLY SH£a OR 0lI0lLWD 1'10ffS AIf€ ~
2. 1HE: HDGHr or I'H£ iW?IlIER SHfU1. NOT EXCE£]) J6 INCHf'S (Htt;HtR lWfRJ£R$ -"'II'
NPO/IND loQ.UIo6 OF WAml SIIFF1C£N7' TO CMJ5£ FM./JR£ OFnE $1RUCTIJR£).
It1£N.LY 1'Hf F1lTER FCNC£ SHAU BE ~CED '0 FlU .... Y fR'tJI( T1£ n:J£ or $t.r.)"£.
~ WH9I JOINTS lItRE ~ I'1t..TER fNJRfCS s/w.£ lK 9't.al1 ~ (,IW,y Ar A SIJI>POR1 STAKES If'I11-I A I/W'HM()U 6-INCH 0\t!1I'I.AP, AND ~I' 5£AJ.£D. stt 1MNUF'~'S~T1OI'(.
".. STM'£5" SH(Ii. NE' ~ A ~ OF ItJ FEU AFf/&W AT !HE lMItJfWER LOt:A1JON
tWO ORIVEN ~I' fN7r) THE: GROUND (f,tiNIIJf.nJ OF 12 1NCHtS). IN APPLICATIONS JfffE'IfC ff£l4W n.ONS M£ EXP£(;lCO st/C1( AS N-S7R£4JI N$TAU.A1JCW$ stAoI'E
SPACING $iW.1. 8£ PER lMNUFN:1IJRE1t'$ R£COIA/£NDI471ON$ AND,IlW 11£ ~.Ai.~~~.
~. A 1fi'&o'CH ,.PW.l. 11£ E'JAZoIIH;t8) ~Y 6 INCH£S MOe AU) 6 I¥CHES O«P
<4L0Nr; 7H€ UNE OF STAKES AND IJPSLOPE FRQII THE 8ARRI£R IN ~ If'I11-I
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6. JH£ PfiE' ~ sn.r FOIC£ SlSmI ~ 8C IJNR()U.£1}, PO$11/ON THe S7Af(ES ON THE DOII!JHU. SIO£ OF THE TR£NCH AHf) ~ TH£ SrA/(f'$ Ar t..£ASr 12 INCH£S IN1'O rt£ GROUND.
7. 111£ 807701/ SIX (6) iI'ICH6 OF THE FABRIC SHALL ~ WO INTO 1HE 7RVICI1 ro
PR£YOfl' ~ I1r'STOR/il IIMTER If(INCJff.
a (lACI(f1fJ.. 1f£ mocf QIofW ~ fltlCW ~ NIO ~ ~IENlV' 7D PRF:VOff 1M£ Itf.INOff FROM ~ THt: IJACKF/LI...
~ THE: Ii4/J/ItJC SHM.L NOr £X7FNO ~ mAr J6 INCH£S ~ TH£ Q'fI(';INM. r;ROUNO .sfN'..4CE. FIllER ~ 5H4LI. NOr B£ $1AP/.£D 1'0 tx1S11NG ~ OR SI.II'PORT$ OTHER /'11AN THE srANOARO STAJ<£S.
10. INSfAilDJ' Sk.r Fl:JoIa BAIlRIER$ SHALL fK IrIAINTAJIoED ON A If€r:tJlAR SCHf1XX.£
WHCH ,w.4Y lIE PR£SCRt8£D trr 11£ LOCAL. STA1F OF Fm!184l. Ji'rot.t.ATD'i'Y AI/THORITY; BVT. ,lor ANNIIItIItI 5HAJ..L B£ CH£t:I(fJJ IfmI'rr AS' MU AS N'TER ~ $TORU E'IOff. ~ Sh'tL CONSIS7 OF ~ IN$P£C1l()H OF TH£ E1fl1R£
/.£N(iT1f or 1HE IJMRIER ftI fJCTERWE , Ir IS fU\.t'~ M ~ Ail
iJREN($. D£1;4CHtD FAIIIf/C, SLUIIPtD FABmC, CLOGGED FABRIC. MD ~
Alff:,(S'SHIi.J. B£ flKEt) 11-IC D1'Y ll'MT lH!Y ARE ~
II. *i#'~~fro/$J~~~~~r~
Ft7I? ~ Q,(}(;(;.WC (JF 8/¥ItI(£ Ail P£F1C/£NCI£S SHN.L BE' ct'JRR£CTED ~mY £fTH£R I1r'REPAIR OF ItO"tACCIItM OF THE Slf.r FOICE ~ MC',/lW $UI(£S AS .IrI££DlD.
1:2. sa FENCE 8AIiRtERS SHALL Be R£JIOYElJ WHEN 1HlY 1404L£ SOI'EJ) 7HCJIi /JSEFtIi. PU/IiPOS£,. BUT NOT ~ THE lIPSLOPC ,W£A HIlS 8£EN CI.£"NEo or SIlT.AMl PER1MNENTtY ST'ABILJZ8).
STRAW BAL£ INSTALlATION &-MAINTENANCE
I. S1/i<1W a4US SWIll BE Pf.ACEO IN .. SiNGlE ROw, I.£NI]rHttIS£ (;w lHE ~
IIf1H £NOS or AIJ.MCen iW.£S 7IGH1I.r AI/tJT1/NC ~ ANfmER.
2. AU 8U£S 5HAJ.J. BE Em£(( WIRE BOUND OR ~ 11E$. Me; SHILL BE I'ISTAU£D
5t1 """r ~ M!" 0RI£NlEl) ~ 1H£ SIlJES M1'HDI fHlW ALONG 1'HC TOPS AND 807roII:i OF 111£ 8U£S ro F'ffE\I£Nr DtT£RfO/1ATION OF THE I1fNI)NoI(;$..
J. rHE: B41tR/£R sw.u. 11£ EN1RENCHEo Nfl) 84CKF/U.£D. A TRENCH SHALl.. fJ£
£(C.fYA1EtJ lHE WJDfP{ OF A BAlI AND 1H£ I.£N(;1H OF fH£ I'ROPOSED 84RfWR ro A ~1JE~fN:~sJ1Jo~~A~=s::. s:J1)~ BACKF/I.1£D MlNNSr THE: 1WNlIER. BltCl(F/LL $0,( 5HAJ.J. CiJItI'tJIftI Tr1 1/£ CROtNJ
LfYEJ. ON 1N£ DOWNHILL $K}£ AND SHIIil 8£ IMJ.r IJP 10 FOUR (of) INCHES NiNNST THE UPHII.J.. SIO£ OF 1HE" 1WiR1£R.
~ CACH S4£E $IW.l. 8£ SEC/JRELY ANCIfOIlB) lT1' Ar l£AST tJK1 ~ $TAola' GW ~
0RfV£N 'fHROUGH 'THE 1M!£. THE nR$7' ST'~ IN EACH BAI.£ SHAlL 8£ 0flI'.FN roIIWlO 1HC ~Y I.A/IJ iW£ ro FI:JRf:£ 11£ tk.G ~ s.wrE.5' lW
R!$ARS SHItI.L B£ DfIIIeoI DtCP ENOUGH INTO 1H£ GROUND 10 .5'£Q.IRQY ~ "'" ""'" .5. lHt; cWS' Il£1IIfCN ~.9MI.J. SF ~ ~ '" .IIfDGfCV WI1H S7.IrAII' ro =",,/"-=~~~~~J~~~ __ J
~. -Sm4W tJM.lS G£N£RAlLY OCTEflIOIU.rr IN 2~~ IoI()I(11fS Nil) rHUS N££l) I'ttP/.AC£IJ£Nr
7. ~. ~ BE FR£QU£NT AND R£PAm OR flfPI.ICEMD(T ~ «AoMt;£ PRr.lUP7Lr AS N£EOClJ.
4 BAlI 8NlR/£R$ SHAU IJC ~ WHEN 7H€Y 1404~ .5l!7MP 1H&f IJiSUW.I£Ss. 8IJT NOr BEroR£ T1£ /JP$LoP£ NtOS 1404L£ tJaN ~Y ~
oruo NOTES
I. CONT1W;1OR 5WtU. tIE R£SPONSBt£ FOR AU. R£I.OCATION. INCLIJDING l1Iff NOT I.JAIf7'£O lD. ALI. ~ .sn:wM' ~ SIGNS. 11W1'1C $If;NA/.S ... POl£5. ETC. AS ft£QI.IJRED. AU. IICWI( SHALL fK IN AG'CO'lIWCE rIIIT1t ~ AII7H(IRIT1£S ~1JQ\5 N1f) Sfi4U f!JC ~ BY stICH. AU. cosr SHIlL/. BE 1NCL/JtI£D IN _ ....
2. CONmN:TrJR SH4LL £RffJr AND UAIftAIN ~ ~ ANU POST ~ N071Ca PRJoIf 10 THE: ~ OF ItO'PK.
"" CONT1f4CTfJIl SHUt PROm:r £X1S11NG SITE IIIPIIO~ ~, NIt) ~ft:'lRaMw.
4. ~ SH4ll. IMNTAW £!(I$1lIIG IJru1lES lr) IfDIAI'I IN ~ AND PROm;, 1'H£J/ ntCIU lloW4CC DURfN(; /'IDIOiJT1ON il"OWrlONS.
II (J() NOT ~ EX/S1INC ImlJ11CS 10 Jt£I,fMN wtrHIN fflOIEU N!FA AU LKUlc:£" ro
£XJSnoIC IJJJI.J1rS ro R£IIAIN SHALL 1/£ REPAJR£D AT 1H£ CONTR'I4t;roR's £XPCNS£ 10 THE: S411SFA1:1/ON OF 7H£ /JTLITY OWNER.
7. CONTRN:TrJR ~ PROIIPTLI' 'fRANSPORr D£I/I.'Jt/Si'f6 141(1E1(Ml$ Off 0IINl1IS
PROI'£1m'.wo ~Y O/SPQS£ OF. {)() NOT N..LOIf DOIOLI!:1HCD ""'~ ro ca.J..E'CT ON SIrE. ~ SZ<Mil. PAl-' AIrY ~ nES.
tI. fff£RF ~ IIC M7 ~ &fiF ~ M4~ ALl.cwro (;W $ITF.
" ~ SI-MU axwtWI11" WI1H lJIIIN£R FOR ANY fTDIS 10. lIE 1IJRN£D 0\.9 1'0 --10. tJDIOtJ$H AJoD ROI(}!K ALL PAIOBff. SLM1S. I.1GHT POL£ ~ R3OTTNOS. SUBStJRF:4C£ aDtIOiTS. iIII!JC£l1.AH£O 0E6Rf$. E7r:. ~ PR()P£t(TY LINES UNL£SS NOrED 07HCRtfl/S£.
1 I. CONTIfACTrJR 1$ ftESF1ONS&£ flJI( CI:)N1RQ£(.N; OI.IST .so lN4T {){)51" IXJl'S NOT 0RD!r A NI.IISNI(J£ CW ~ IKW)S OR Pfff)I1£H11ES. SfIC COIfl1IICroIf $H4U. BE ~ RJIt SfREU SIft!l!"AM7 A/!D Gfrr;:H 6MSW a£4!oJ/IIf; .N7EJf QCH PIWiE OF
COIi$11lIJCI1ON ANt) AS N£UJ IS DCrUfIIINtD BY 1'HC lANOSCAPt AIfCHfTECT/ENGINfER.
12. CON1R/IC1OR SHW. RaD.£ NtiJ 0ISP0St OF' ANY ABANDONED $'/.IIJSt./RF,4 SIX
A6:S'Qe<"i'itW SYS'laI ~ AW .IIIStEilAN£t)U DOIIl1S.
,.). '\0 IIC1MrY OlHEh 1H4N ~ ~ SNAU tJCCfJR QU1'SIO£ OF IAIf" OF ItO'loII' tIVE$ AS SHOWN ON PLAN MTHOVr rHE ~ OF TN£: iANDSCAF£ ~-....
14. THE CClNfft4CroR SH4U. NOrm'DIG $AR. ,-lIM-J.H-12.JJ -"'IIQIP TO ~ OF ANY DEMOU11ON/CON$1rtUC7lON AC1MTY.
-;:-::-~',.
LANDSCAPE NOTES
I. 1'H£ CCMRIfCT()R SHAiJ. IoE7i'IFI' FINN.. stI..£C1ION OF PlANT AIoII1!'JlMtS Imi 1H£ ~ MCINlEl:7 NI!J (JIIIJER PIIIOR ro JNS1Ai.V,TJON.
:2. NlJ PlANT JWERW. WtL B£ ACC£P'TED WHICH lJISPiA)'$ UAJOIf /IIffiI£rJiA.Nf OR ~~ ~~ ARCH/7"£CT' RErAlNS THE RtGH'f ro ftUCT Nfl' MANT
.1. /ffARRANr£E: roR A I"CIt/OO OF' 11K) GRQWINI:; SI!"ASQ\I5' fROM THE DIllE rH4T THf IIQW( /1NIJER THIS CON71fICr IS aR'/7I'1£D AS Sf.I8STA/mIfli.r ~ me ~ SHN.J.: 1) IIMRIIMN7tt AU. PIANT'S AND S£ED£O ~ /AIIOER rHI$ C(}f(17W;T.' 2) RfJ«M" AND 1i'O'LACE" DURING 1HI!I GfINW(1£C ~ PWm; tINIQi fJIC OR .4'if IN
POQR CCNDmON AS 0£TDtUIH£D flY 1HE 0IIfIElt-.1) R£PWir""" $TOCK OF .wE
sac AN() otJ4llrY AS OR/QN4Lly SPEOR£D;~) Gt/Y AID fIIMfdJfIN AS' SJII't."G'#1Sl
HERON Ar NO NJDI110NAl cosr ro THE 0ItHllt.
4. AL(. NEW lAItIV.Ni'EA$" SHAU. R€CDV£ A ~ OF 4 INCH6 ~ OF 'THE Pff(Jp£R
pH AltO ~ CON1E'NT sumra.: RJtt IN£ N&tlfNY CIi(}WlH (IF.lA.IHI(S 1H£$E
ARE;4S $IWL 8£ S£ED£D Wfffl A FINE ~ lAWN ~ $£ED QtI' SM!:lro. ~ fYF'~ i'QC$QI:: M4Y * M"~
!1. AU. MI!;fS 1() s€ JIlJI..CH£J) 5H4U RECEJ)i£ ". INCI£S /IIINIIJUII IOOJl $HR£IXJED IJARt( Wt.CH twrHfN -HI HOURS OF PI.ANT1NG UM£S5 OTH£RIt'fSE: NOTED I{ F't.AN1M ~
II AU IRa N«l 5HRtJ9 PI1S SI-W.L 8£ Ar J.EASr 2 f'£E'I IMtIl7t AND f RXlr 0£D1'tR
TJW{ T1f£ 1Rff Oft !$Ifi/JIJ ROOT SAll ro S£ PWI1FD IN n: ~ 5/i(li 1£ HK1H Ql.WJTr LQ.UI OF' THC I'ilOPtR pH AND 0RGtWIC caNTDff 5f.47XAE FtJIf fIE HEALTHY (}If()WfN OF PWff ..... 1ll'WS
7. ALL PI.ANTS SHILL BE N/JRS£/fY GROWN AND CONTCIRII ro 117£ lA1£S'r SXTKJN OF ~UQ.1,~~I1:JH~~
4.. EiICH PUWr f(J 11£ flEE,Qf(,W ~ .NStt:r ~~ ~ IIJIJIfI£S. AIvD IN ALL RBPEr:1S BE SIKWIL£ FOR F1&O I'tNfflNC.
». EACH PLANT ro 11£ IN ff£ Tr)p or ITS SIZE a.u:s-AFTCJt SHEARfN(; AN/) fIII«.INlN(J.
10. F7NAL ~71ON PI.ANTTNf;$ PL4NS NID IJS1S ro BE ~ 8( ~ CON11W:roR AND SH4I.J. lIE ~ ETr /.NIt)SCAP£ ARCHITreT PRIOR 10 ,..,""""'" 1'. AOJAC£N7" ro rHE TOP OF Nff /fW.i.S ~ J/;";( FCNCC OR ~ $1W.L 8£ CONSTRUCTED POl Pt.AN THAr AI££TS LOCCL BUIt.lJIN(; COO£ AU) ALL OTHeR ~ mTrNfO ~ 1A1I!t
tz. m-iZTAt SHa1S' n:w ~ ~ ~ SI"l"~
1,), tJ()IIIINC lH£ JItISUI.lA1'ICW OF PUNT UAIDiW. NJD tJ"fH£R ~ FCA7UR£S ~~cn:l=~~ Sif4U. RUCR ro 7H£ AI¥'t.lCAIJL£ SHrrTS Ht.R£Ii AND I(ap A ~ OF ON~
awvcES AND ~ R£WSIONS THAr Moll' NFEr:r I/TlI7'f AND ~ '''''''''''''
14. ~GCrHE~~~~~~'1~t'~cr
THE ~ ARCHfTEC7'/ENGINEEfI AND OWNER ~/Zly.
Tts. ALL AR£4$ DISTURS£D 0tJRYNG ~f1(JN MIT ~i'll7 lr:1 ~ tJTH£II
TREATJIEIfT 9W.L BE LQdoI!Z) ro A ItI/NIUUM O£PTH or ~. AND ~ IN
A~ W1H T1£ FtXt.otW,f;;
" INCOIfPORArE GROUND l.Mt57OIE INTO All. M'f)tS ro lIE mnm AT A JIiIIr or SIJ lBS/r,OtJO s.r. 8. APf'l1' 10-6-4 fFRT1lJZ£1I 10 AU. ARfjI5 ro lIE SEElJED Ar A ((Art OF 2
C. t:¥/;::;'1"~TE i.AK AND FERT7UZER IH10 $W;I ItO ro DEPTH OF J·er~ OR tJ1HO?~ ~
D. sao wmt THE 1-TJU0WIN4 ftIIm)fIC. APP/J£1) AT A IWE" OF '0 L8S/1,OOO SF. SE£r) 0I0I'}{:
_"'SEED X ., """" WI. Jl P/.IRfTr "" """,,"OON '" """'"' ""-50 " '" ........
IW<ON B<"""-'SS
"""" """'" 25 " .. ...........
-~ ''''''''-" _. .. n -~ JItIlCW.Al.l S£'ED('t) ~ HIlN SlRfIII AT A IU!r OF" /.8.!iI".ODD 5.1: fM.£SS IMJIIOS£EDINt.; IlI\S USED. r. N...I. Sl{)Fl£$ OF J:' OR CIl£A1ER AF1ER B£ING LGMM!ZI. !i£E1JCJJ NiO MUl.CH£ N MXXIINJANCE If'f1H THE Ao!ICto!" SHML SEC/JRED If'f1H E/fOSION CQM1i(JL ~ (NO. ~ CREEN SI50 DR €QU4lJ. ~ ~ N£mNG JOINTS A I.INJItMI OF ~-AND 5£CURC Wfflf fXII.IIIt£ ROW OF S1N'U!$..
I~. ALL SLOFCS STEEPCR THAN I .. ts SHV.L BE aANK£TE1) w/ £ROSI(JN (X}Ifl1tOt. FAI1II/C
N.(!) ..AW H'1fJIKJS£E1)Ia NoD fNSPCC1EO BY TH£ LAJoIDSCNI'£ NICHITEC1.
MATERI4LS CON5TRUCTION NOTES
I. Ali. ~ S1Mil. IfCI<r A ~ SIRDkmI OF -I()tJ{} PSI AT 26 Q4l'S; UNI.£SS 07Hf1fltrSC SPCCIF1E:D. 2. All. ~ SlED. SH4L1 8£ A$1JI A614 GPNJ£ «7.. tJNU.'SS O~ -~ ~ of M\IWIIIUIo' ~ OF 2-8CfIf'EEN 0tJ/'S/(}£ OF S1m. MID FACE OF CONCR£1F. /JNI.£S!l G4ST ACIIINST £XfJOSS) SOl:. IN WHICH ~ A ItINIIUM OF J" of' ~,,-
PERMITTING
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IDa Properti .. ILC
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vw 'lIl1unllv 131l.QS Aa~O:> 8!r£ ~~==A\~On_OH===-A\_a!A=-=PD=O=d~~~1 _.
S~l.ON: N:OLL:JfllLLSN:O:l .~
e z -~ -:E II: w
A.
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:~ I~~I~ ~~. I~ .~I~ II Iii! .I~~~ ~~ ~~II!I ~I~: Ill~ ~11!I!i ~~!I ~I~ li :I~I .' .1 ~5l li!1 il:I~I~~Ji~. I~~ I! ~;I
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I Application, Narrative & Supporting Documents
I Pond-View Hollow -Apartment Community
I 358 Corey Street, Agawam, MA
(Assessors Parcel K12 2 1)
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I Applicant:
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TDR Properties, LLC
204 Suffield Street
Agawam, MA 01001
Owner:
T Russo Construction Corporation
204 Suffield Street
Agawam, MA 01001
Project File #: 130324
A LAND PLANNING SERVICES COMPANY
40 School Street, P,O, BOX 640, Westfield, MA 0I0Bs
P 413,568,0985 ' f 413,568,0986 ' www.rlaland.com
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TITLE PAGE
TABLE OF CONTENTS
TABLE OF CONTENTS
SITE PLAN ApPROVAL APPLICATION
PROPOSED
358 COREY STREET
AGAWAM., MA 01001
(AsSESSOR PARCELS K12 2 1)
COVER LETTER ....................••..••...............•••..••..••...................•........•............•
TOWN OF AGAWAM. -FORM D -FOR SITE PLAN ApPROVAL •.....••......•........••..••.•...•
DEED •.••••.....••••••••.•....••...••..•.•.•••..••.•.•.••....•...••••••.•..•••..••••..•••.•.••.••.•.••••.•••...
NARRATIVE ADDENDUM TO APPLICATION ..•.••..•••....•..••...•.•.....•..•....•..•.•...•..••.••....
Locus MAp BASED ON MAsSACHUSETTS GIS .................................................... .
LIST OF ABUTIERS WITHIN 300 FEET OF PROPERTY
(SOURCE: TOWN OF AGAWAM. ASSESSOR) ......••.••.......•..••••••.•..••.....•..•...•••••.••.•••.
ApPENDIX I
SITE PLAN SET BY R LEVESQUE AsSOCIATES, INC., DATED OCTOBER 29,2013
SECTION
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SECTION 1
COVER lETTER
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40 Schoo! StrEEt, P.O, BOX 640. WEstf ield, MA 01085
P 413..568.0985 . f 413.568.0986 . llHhurrialar:d.cOin
October 29, 2013
Mr. Travis Ward, Chair
Town of Agawam Planning Board
36 Main Street
Agawam, MA 01001
RE: Site Plan Review Application
Proposed Pond-View Ho"ow Apartment Community
358 Corey Street, Agawam
(Assessors Parcels K 12 2 1)
RLA Project File: 130324
Dear Mr. Ward & Board Members:
On behalf of our client, Mr. Thomas Russo of TDR Properties, llC, our office is herein filing an application for
Site Plan Review to allow for the construction of an Apartment Community and associated site improvements
within the subject property.
Included herewith, you will find the original and requisite number of copies of the application form and
supplemental documents. A digital copy of the plans has been submitted as required.
'If you have any questions regarding 'th is matter, please feel free to contact our office at your convenience.
Sincerely,
'1"?;lt5~~~
Robert M. levesque, RLA, ASLA
President
cc: Mr. Thomas Russo
A LAND P L A N NING S ERVICES COMPANY
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SECTION 2
TOWN OF AGAWAM ApPLICATION UNDER
ZONING FOR SITE PLAN ApPROVAL
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TOWN OF AGAWAM, MASSACHUSETTS
FORM 0
Application for Site plan Approyal
Please complete the following form and return it and ten (10) copies of the Site Plan to:
AgaW~m I tion Services
CC1 Id Street RE "'" awam, MA 01001
~OIJ ().\ 'l.Dn
"G"~~~""R""O....-------,o=c=to=be"-,-r=29,,,-. __ 20 13
I. NameofBusinessp' ~erhes. LLC
Address 204 Suffield Street. Agawam. MA
Phone # (413) 478-3470 Fax # n/a email:
2. Name of Applicant/Owner ~T,-R=us"",s""o-"C",o..,ns""tru~ct",io""n,-,C",o,,"rp,,--_________ _
Address 204 Suffield Street. Agawam, MA
Phone # (413)478-3470 Fax#_-"'nJ""a ____ email:
3. Name of Engineer I Architect Robert M. Levesque. RLA ofR. Levesque Associates. Inc.
Address_~4~0~S~ch~oo~I~Str~e~e~t.~P~.O~.~B~o~x,-,64~0~.~~es~t~fie~l~d,~MA~~0~1~0~85~ _____ _
Phone # (413) 568-0985 Fax# (413)568-0986 email: robl@rlaland.com
4. Please give a brief description of the proposed project:
Proposed project includes the construction of a thirty-unit apartment community and
associated site improvements.
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I SECTION 3
DEED
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8k 19239 ·P.g65 .26883
AGAWAM SPORTSMAN'S CLUB, INCORPORATE'jj'5-01-2012 (,) 09=380
• a>rp01Uioo. duly enN;v...t uocIer the lawa of Commonwealth of Massachusetts
and having it> usual pi"", of.....,... 81 49 Shoellilker Lane,
Agawam, Hanpden coumy, ..... -rtunelt:s:
lor ronsjcle,,"'" poid, and in full coosideraIiooof Two Hundred Thirty-fi ve Thousand
and 00/100 ($235, 000. 00) ---.-------------0011 ars gnon>lOT. Russo Constructlon Corp . .. .
of 204 Suffield Street, Agawam, .Massachusetts
tbelandin said Agawam, descrlbed as Parcel One in • deeQ from The Italian
Athletic Club; Inc. of Springfi~!!i~wam. spor~s..";\n's Club,Inc. dated
June 8; 1946 and ·recorded in t~eHampden County Registry of Oeeds, Book 1827,
Page 464 .
Excepting fr~ the above described parcel the land taken by the eo.nonwealth
of Massachusetts for the construction of Route No. 57 and the relocation
of 1Ieadow Street, Ag'awam, "Massachusetts by instrUiaent of taking date"
February 25,1958, recorded in said Registry of Deeds in Book 2595, Page 93.
Excepting from the above described parcel that portion of Parcel One in
the above referenced deed lying Northerly of Route No. 57 as shown on said plan recorded in said Registry of Deeds, Book of Plans 64, Pages 65 to 88
inclusive.
-Parcel Two: Acertal'n lot or laM locUed in Agawam adjacent to 1>arce1 "1
described herein, and well back from the River Road, and bounded and described
as follows: Beginning at the northwesterly corner of the land hereby conveyed
and running thence easterly along land formerly of one Kitty Clark Haskell,
now of owner unknown, one hundred (100) feet; thence at right angles to said
last named course, along other land now or formerly of the heirs of Al son W.
Allen, about four hundred (400) feet to land of one Otto; thence westerly
along said land of Otto, about one hundred (100) feet to l<lnd described i-n
Parcel #1 Mra;n; and thence northerly along said land descrihed as Parcel 11
about four hundred (400) feet to the place of beginning.
Subject to restrictions of record, if any.
Both above parcels conveyed .to grantor herein by deed of The Italian
Athletic Club, Inc. dated June 8, 1946 and recorded in Hampden County
Registry of Deeds in Book 1827, Page 464.
Pa·r-cel Thr-ee-:
A certain parcel of land situated in said Agawam, bounded and described
as follows:
Bounded Northerly by land now or formerly of Kirkland and Warner; Easterly by land now or formerly of said Kirkland; Southerly by land now
or formerly of James Fitzgerald and Westerly by land now or formerly of one
McGillicuddy. Containing four (4) acres of land.
Subject to restrictions of record.
6eing the same premises conveyed to grantor herein by deed of Ivan E. smith
et ux dated July II , 1947 and recorded in Hampden County Registry of Deeds
in Book 1881, Page 257.
GRANTOR IS A NOT FOR PROFIT MASSACHUSETTS CORPORATION.
~S6ACHUSErTS STATE EXCISE TAX
HAllPDfN COUHTT REGISTRT Of D£EIlS Doh. 05-01-2012 ~ 09138 .. etlt. 94 Doct. 26883
Fee: $1,071.60 Col\'i: $235,000.00
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Bk 19239 Pq66 '26883
IN WITNESS WHEREOF, the said Agawam Sportsman's Club, Incorporated has caused
its corporation seal to be hereto affixed and these presents to be signed,
acknowledged and delivered in its name and behalf by Donald Swindle, it President
aM Elizabeth Therrren, its Treasurer -this a111 day of ·It,,.:£ , 2012.
Signed and sealed in presence of ~, •• -TI)~ AGAWAM SPORTSMAN'S CLUB, INCORPORATED
415~resl~ltU, ~.
COMMONWEALTH OF MASSACHUSETTS
Hampden, ss. Api'-il.-n 2012
On this ai"day of A ,~i l. , 2012, before me, the undersigned notary public personally appeared DONALD SWINDLE and ELIZABETH THERRIEN, proved to me through
satisfactory evidence of identification, which was/were~ .. llr~ (I.DJ to be the persons whose n~s are signed on the preceding cumen an acknow-
ledged the foregoing instru.ent to be the free act and deed of the corporation, signed-it voluntarily for its stated purpose and who swore or affirrmed to me that the contents of the document are truthful and accurate to the best of their knowledge and belief in my presence. .-
DONI\lD E. ASHE. REGISTER
HAMPOEM COUWf REGISTliY OF DEEDS
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SECTION 4
NARRATIVE ADDENDUM TO ApPLICATION
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NARRATIVE ADDENDUM TO SITE PLAN APPROVAL
INTRODUCTION
POND-VIEW ESTATES -APARTMENTS
Parcel 10: MAP 12 BLOCK 2 PARCEL 1
Cory Street, Agawam, Massachusetts
RLA Project # 130324
October 29, 2013
The applicant proposes to construct a 3D-unit apartment community and associated, parking and
site improvements within the subject property. The subject property is the former home of the
Agawam Sportsman's Club. The proposed community will be apartments for rent and will consist
of four (4) buildings with a total of 30-residential apartment units.
PROPERTY DESCRIPTION
The project site is located on the south side of Corey Street just south of Route 57. The subject
property consists of 5.2 acres. The majority of the property is maintained lawn or woodland. On
the east and west sides of the property there are wetland resource areas. At the southeast corner
of the property there is a man-made pond. The topography within the subject property contains
gentle variations in slope. The property slopes from the center of the property to the east and
west to the adjacent wetland areas.
PROJECT DESCRIPTION
Overview
The applicant proposes to construct a 3D-unit apartment building, associated parking areas ond
walkwoys. Two of the apartment units within the community will be handicapped accessible and
will be located in the westernmost building . The applicant proposes to construct one curb cut to
define and control vehicular circulation into the property. A vehicular turn-around area has been
centrally located to provide emergency vehicle access and egress. The proposed parking areas
will be bituminous concrete and striped to include a total of seventy (70) parking spaces including
five (5) handicap spaces. Two-way, vehicular circulation will be provided in the parking areas.
Pedestrian walkways and landscaping will be installed per the site plan.
Grading & Storm water Management
The existing site topography allows for the proposed construction to take place upon a relatively
level plateau. Consequently, stormwater runoff can be routed to on-site collection points for
treatment and infiltration. The stormwater management system is to be constructed with a deep-
sump & hooded catch basin, stormwater drainage piping, and underground infiltration
chambers. The system, as designed, detains stormwater flows including the 2-year, lO-year and
, DD-year storm event. Peak discharge rates from the site are matched or reduced from pre-to
post-construction conditions.
Site Illumination
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Narrative Addendum to Site Pion Review Application
Main Street, Agawam, MA
The Londscope ond Lighting plan shows the proposed locotion of vehicular oreo lighting within
the proposed community. The proposed lighting housings are to be contemporary pole-mounted
"box" fixtures for 0 downward cost of light ond tight control of the light pollern. Where
necessary, the housings are to be equipped with shields to prevent the scalier of light across
property lines. In addition to the pole mounted fixtures there will be typicol residentiol style
lighting at the entrances and rear doors of each unit.
Site Landscaping
The site landscaping is designed to enhonce aesthetics, provide shade where available, and meet
the requirements of the Zoning Ordinance for buffering and screening. The proposed planting
palelle includes evergreen and deciduous plantings, shrubs, native trees, and groundcover
elements.
TroHic
The proposed Apartment Community is not expected to result in a change of service at the
·nearby intersections. Current traffic volumes on Corey Street have been informal observed to be
low and the addition of the proposed Apartment Community is not expected to cause any
localized traffic problems. The site distance at the proposed curb cut is more than adequate for
the proposed access.
Signage
The proposed community will have an entrance sign located within the planting area at the center
of the cul-de-sac/turn-around area. There will be no signs on the buildings other than unit-
identification signs
END OF NARRATIVE ADDENDUM
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SECTION 5
locus MAp BASED ON MASSACHUSETIS GIS
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GIS Tax Parcels
NHESP Estimated Habitat
NHESP Priority Habitat
NHESP Certified Vernal
250
Note:
c::;:t,:or=~~.,..~Fil~~ J. This plan was created by R Levesque Associates,lnc for pi arming purposes
only. Topography, aerial phOlography. and other GIS information were derived
from Mass GIS. Tbe information herein is based on a coordinate system of Sf ate
Plane, Mass Mainland, NAD 83.
Figure 1: Locus Map
USGS Springfield, MA (South) Quadrangle
358 Corey Street, Agawam, MA
1,500 October 2013
Icl ____ '-,IK
ClScioool"_ __ .... MAO • ., --Fee' 1II')~U~(tI~IJ..-:l'lft ...... "'----
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SECTION 6
LIST OF ABUTTERS WITHIN 300' OF PROPERTY
(SOURCE: TOWN OF AGAWAM AsSESSOR)
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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 pai'cel-level analyses.
4/4/20134:54:44 PM
1:6480
1"=540'
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I SPRINGFIELD WATER +
I P.O. BOX 995
SPRINGFIELD, MA 01101-
I DEBARROS PETER JR
DEBARROS ELSA M
23 JANELLE DR
I AGAWAM,MA 01001-2735
HANKE ROBERT W
I HANKE MARlA G
296 COREY ST
AGAWAM,MA 01001-2758
I THOMAS PfflLlP W
THOMAS RACHEL H
I 43 JANELLE DR
AGAWAM,MA 01001-2735
I MARTrNO MICHAELJ
MARTrNO CHERYL A
I 89 JENNIE CIR
AGAWAM,MA 01001-2738
I BRYANT LISA A
WrNSKYE CHRISTOPHER M
73 JANELLE DR
I AGAWAM,MA 01001-2735
SZYMANSKJ STANLEY J
I 8 JENNIE CR
AGAWAM,MA 01001-2736
I LA ITELL CORRINE
I 82 JANELLE DR
AGAWAM,MA 01001-2729
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TOWN OF AGAWAM
36 MArN STREET
AGAWAM,MA 01001 -1837
fflGGrNS ARTffiJR S JR
ROBITAILLE CYNTHIA
19 JANELLE DR
AGAWAM,MA 01001-2735
WOLKOWICZ GENEVIEVE A
WOLKOWICZ STEPHEN J
290 COREY ST
AGAWAM, MA 01001-2758
TILLSON MARGARET D
RANNENBERG PAUL F
53 JANELLE DR
AGAWAM,MA 01001-2735
FREDERICK RACHEL
88 JENNIE CIR.
AGAWAM, MA 01001-2736
SANTOLrNI ROY T
SANTOLrNI CECIL Y A
42 JANELLE DR
AGAWAM,MA 01001-2718
PAULBETHF
PAUL DUANEJ
15JENNIECR
AGAWAM, MA 01001-2737
LAUDATO JAMES 0
LAUDA TO KRISTEN
68 JENNIE CIR
AGAWAM, MA 01001-2736
AGA WAM SPORTSMAN'S
PO BOX 341
AGAWAM,MA 01001
HOPKrNS NICK C
310 COREY ST
AGAWAM,MA 01001
CIRELLI JOSEPH A
CIRELLI CARMEL M
22 JANELLE DR
AGAWAM, MA 01001-2718
HOAR COLLEEN M
WYSOCKI WILLIAM A
63 JANELLE DR
AGAWAM,MA 01001-2735
RENAUD ANTHONY M
HART DEBORAH A
32 JANELLE DR
AGAWAM, MA 01001-0544
LOCKE FRANK R JR
LOCKE JOANNE C
78JENNIECR
AGAWAM, MA 01001-2736
MESSIER ROBERT A
MESSIER PATRICIA M
72 JANELLE DR
AGAWAM,MA 01001-2729
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ApPENDIX I
SIiE: PLAN SET BY R lEVESQUE ASSOCIATES, lNC.
DATED OCTOBER 29, 201 3
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;
t
Dial Before You
Gas, eI«tric, tehJphontl and cabm tekwlsion
companies "C~ underpround pipIU and
cabiN in plactnt you'd Idast expsct
So ifs a good HiM for anyone who dOi1S any
excavating to cluJclc WCX1Jhand to maM sum
thfInJ i$ no dongsr of damaging ihSSB locr1ltltlll.
In facl. statl!' laws In MaB8QchU8tJt/s, N"w Hampshl~, RhaM Island and VefmDnt make It
mandatory for onyafltl dolng {lXcovatlng WtJrk
to notify utility companies well ahead of time.
(Rhodo Island and V~"""nt require ~ hour.;
priDr nab"c8 and tha othfJr two 810ttIG ~qulr~
72 houl3.)
The utility companla hOve simplified this
notification proc~ss by providing Q toll-frt'~
numbBr. One coli Ii> Ihis "oill SDfe' line
• oIisf,"" the low and tmab/e$ aU of tM
UIIH/HlS fa r9CS;WJ ths informtltiDn..
In ilassachusrltts. 1M number f~ 1-888-344-
723.J.
In ),Iaine. NBw Homp9hirfl, ~rmont and
RhDde I$land, the number is 1-888-3#-723J.
If therfJ are undorground focilitiBS in your
area thfl utilHy company will IdMtlfy their
location fOf/ouo This 'IiI( ~/iminQttl thd
ptJS$''bility 0 aamoge and .elVs you the
~se of costly mpalm.
So btl on the safe skkl and dfal befrxe
you start it) dig.
DIG SAFE
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SITE INFORMATION
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LOT INFORMATION .
.... " ,.
ZONE' R£SIOENC£ A-:J
SITE PLAN INFORMATION ..
.
ITEM R£QUIR£O PROVlD£D
MINlYUY LOT AREA 2 ACRES 5.2.:1: ACR£S
" '.
MINIMUM ROAD FRONTAG£ . 1.50' 474.76'
.', .
MINIMUI(I . Fl?fJt([; YARO:;5ETBACf( 40' 40.4'
.. "',' " MINIMUM SlOE YARD S£TBACK 40' 4O.0'x
.
MINIMUM REAR YARD S.ffl4C.K 40' 4O.0'::r
MAXIMUM OUILOING H£IGHT .. ' ... ,.;, 2 STORIES/45' TWO STORI£S
MAXIMUM BUIWING COVt7il4b'£ "<I1Y,~1.'~:-: 4Q.X <12%
PARKING REQUIRED (2 SPAC£S PER UNIT) 58 ."E"~':~")!q
',','::t; •. , ",;«;L,· .". 70
MINIMUM SPACE BETWEEN BUIW/li/as 10' " ''''''''''}!~i~I '," '"""~'I:,~,!!." 43.7x
MAXIMUM O£NSffY 8 UNITS PER ACRE (41 UNITS) 29 'U.N/~/~q.6 ACRE . ·c.
'~"; .. ,
• -
358 Corey Street
Agawam,MA
SITE PLANS
AS PREPARED FOR
TDR Properties LLC
204 Suffield Street
Agawam,MA 01001
SOURCE: USGS, South, Partial Quad
BY
RLA
R LEVESQUE ASSOCIATES, INC
Lmd Surveying, Site Design,
Lan ..... .:ape Architecture, Planning
Environmental Permitting
ph: 'P'.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA 01086
rlaland.com
SHEET NO.
T-I
£X-I
C-I
C-2
C-:J
C-4
C-5
C-6
C-7
C-8
W-7
D-1
D-2
D-3
D-4
0-5
D-6
DRAWING INDEX
SHEET NAME ISSU£ R£VISION c . OATE OATE"
TITL£ SH£ET 10-29-1J 02-20-14
£XISTING CONDITIONS PLAN ••• c -10-29-13 . . ~ .
,', ".,',','., \.:.,... "/ CONSTRUC770N Lr::b'£ND &-ASBRf:V!A TlONS 10-29-;;'13:' ",t··
0
CONSTRUCTION NOTES 10-29-13 ,
SIT£ LAYOUT &-MATERIALS PLAN .. , 10-29-13 02-19-14
b'RA {)jNG, DRAINAG£ AND EROSION CONTROL PLAN --~." .~, ,.-~. ·""q ;-;29-13 02-20-14
S/T£ lITILlTY PLAN 1O-29"1:J,,. 02-1g':"f4 "'" " , .' .... , ~'." ~
. ROADWAY SANITARY SEWER PLAN AND PRORLE . 10-29-13 02:';'/9-14 .
SITE LANDSCAPING PLAN 10-29-13 02-/9-14
SITE ILLUMINATION PLAN 11-20-13 02-/9-14
WETlANO R£PLlCA7lON DETAILS 10-29-1:J
DETAILS 10-29-13
OETAILS /0-29-13 11-20-13
DETAILS 10-29-13 11-20-13
DETAILS 10-29-13
DETAILS /0-29-13 02-20-14
DETAILS 11-20-13 02-19-/4
A.U.L NOTE:
TH£ SUBJECT PROPERTY IS SUBJECT TO RESTRICTIONS OF AN AREA
USE LIMITATIONS (A.U.L) PLAN AND ALL CONSTRUCTION RElATED
ACTMTIES SHALL ADHER£ TO SAID PLAN, PRIOR TO STARTING
WRK, C{3Nf!?A~'fOR sHALL fMlll.fA/?lZt ffltJ.l§tl. l-t"§ ANB rt/flll
SUfi-CONTRACTORS WfTH SAID LIMITATIONS. FOR INFORMATION
R£GARDING THE AUL. PLEASE CONTACT PAGE FALLON, LSP OF
ENVIRONMENTAL COMPLIANCE" SERVICES, INC. FOR DETAIL REGIlROING
EXCA VA TION LlMITA TIONS AND OTH/!j? RESTRICTIONS.
~ ...
, : ,-,-., -.
PERMITTING
.\ }:
TOWN OF AGAWAM .JIi..
BK. 12193 PG. 85
N/F
FREDERICK R. ,RACHEL
BK. 12472 PO. 56
,
• • _ • • N/F
MICH'iin: 0 .• & CHERYL A. MAR~ ••
BK. 9980 PG. 49B"-•
A u.t NOT£:
THE SI/BJECT PROPERTY IS SUBJECT TO RESTRICTIONS OF AN AREA
USE LIMITATIONS (A.U.L.) PLAN AND ALL CONSTRUCTION RELATED
ACTIVITIES SHALL ADHERE TO SAID PLAN. PRIOR TO STARTING
WORK, CONTRACTOR SHALL FAMILIARIZE THEMSEL ~S AND THEIR
SUB-CONTRACTORS WITH SAID LIMITATIONS. FOR INFORMATION
REGARDING THE AUL. PLEASE CONTACT PAGE FALLON, LSP OF
ENVIRONMENTAL COMPLIANCE SERVICES. INC. FOR DETAIL REGARDING
EXCAVATION LIMITATIONS AND OTHER RESTRICTIONS.
N/F
COLLEEN M. HOAR &
WILLIAM A. WYSOCKI
BK. 9303 PG. 182
\
\
N/F
MARGARET D. TILLSON &
PAUL F. RANNENBERG
BK. 7815 PG. 439
o
/
/
\
\
\
NOTES' ,
1) THE PREMISES SHOWN HEREON ARE COMPILED FROM A PLAN fOR THE SUBDIVISION
OF PROPERTY FOR JANELLE ESTATES IN AGAWAM, MA BY 0 L BEAN, PLAN 248
BOOK 114, TOWN OF AGAWAM ASSESSORS fJAP INFORMATION, AND FIELD SURVEY
PERFORMED BY R LEVESQUE ASSOCIATES. INC DURING THE SPRING OF 2013.
2) WETLANDS RESOURCE AREAS ARE BASED ON A PREVIOUSLY APPROVED REQUEST
FOR DETERMINATION BY PIONEER ENVIRONMENTAL, INC IN JANUARY OF 2007 -
STILL VALID UNDER THE PERMIT EXTENSION ACT OF 2010, EXTENDED IN 2012.
3) ELEVATIONS SHOWN HEREON ARE BASED ON TOP OF SPINDLE OF FIRE HYDRANT
LOCATED NEAR THE SOUTH EAST CORNER OF COREY STREET AND JANELLE DRIVE
WITH AN ASSUMED ELEVATION OF 87.91.
4) UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON SURFACE
FEATURES AS LOCATED BY INSTRUMENT SURVEY AND AVAILABLE RECORD DATA AND
ARE APPROXIMATE. ACTUAL LOCATIONS SHOULD BE VERIFIED WITH THE APPROPRIATE
UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT PRIOR TO FINAL DESIGN AND/OR
CONSTRUCTION.
5) SEWER MAIN DEPTH IN JANELLE DRIVE WAS DERIVED FROM A VIDEO INSPECTION
CONDUCTED BY FLETCHER SEWER AND DRAIN SERVICES ON 8/2/20013 .
6) EXISTING CONDITION SHOWN HEREON WERE DERIVED FROM FIELD SURVEY PERFORMED
BY R LEVESQUE ASSOCIATES, INC DURING THE SPRING OF 2013.
N/F
PHILIP W. & RACHEL H.
THOMAS
BK. 7750 PG. 203
I
I
N/F
PETER JR. & ELSA M.
DEBARROS
BK. 8877 PG. 347
EX. SMH
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T 8 ,M. 112
TOP OF HYDRANT SPINDLE
ELEV. = 83,91
EX. 6' C.L.F.
GRAPHIC SCALE
N/F
ARTHUR S. HIGGINS, JR.
& CYNTHIA ROBITAILLE ,'
, ,
BK. 12129 PG. 37 :;:
N/F
',,' .
NICK C. HOPKINS
BK. 17676 PG. 549
" OHW OHW--
EX. EPGE OF PAVEMENT
/
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APPROX.
END EXIST.
GAS MAIN
END S" PVC
SAN. SEWER
INV.~75.49
EXIST. GRANITE
CURB CIRCLES
/
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EX. EDGE OF PAVEMENT
T.B.M. #1
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IX)
TOP OF HYDRANT SPINDLE
ELEV. ~ 82.73
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EX. GAS
TEST BOX
~ ,.riiiiiiiiiiiii'j~i~iiiiiiiiiiiii·l~o ~~~~T
(INFEm)
1 inch ... 30 It. PERMITTING
R LEVESQUE ASSOClA 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
rbhln{Lrnm
TDR Properties LLC
204 Suffield Street
Agawam. MA 01001
!""SUANCE
lJNAITIHORIZED Al.TER'lTIONOF
THIS DOCUMENT JS A VIOLA nON
Of MASSACHIJSETTS STATE LAW
SCAl.E, AS SHO\VN
RLA PRO.!. NUMBER, 13-0J24
SYMBOL & LINE LECEND
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IRON PIPE FOUND
IRON PIPE TO BE SET
CONCRETE BOUND FOUND
CONCRETE BOUND TO BE SET
COMPUTED POINT
EXISTING SIGN
EXISTING MONITORING WELL
EXISTING LIGHT POLE
UTILITY POLE
GUY ANCHOR
EXISTING ELECTRIC MANHOLE
EXISTING TELEPHONE MANHOLE
EXISTING WELL LOCA TlON
EXISTING WA TER VAL VE
EXISTING WATER SHUT-OFF
EXISTING HYDRANT
PROPOSED WATER VAVLE
PROPOSED HYDRANT
EXISTING GAS VAL VE
EXISIiNG SANITARY SEWER MANHOLE
EXISTING CA TCH BASIN
EXISTING DRAIN MANHOLE
PROPOSED CATCH BASIN
PROPOSED MANHOLE
SOIL BORING LOCA TiON
OBSERVAIiON HOLE LOCATION
PERC TEST LOCATION
WETLAND FLAG LOCA TION
M.A.H.W FLAG LOCAIiON
WETLAND
EXISTING STONE WALL
TREE LINE
EXISTING SPOT GRADE
EXISTING CONTOUR
PROPOSED SPOT GRADE
PROPOSED CONTOUR
EXISTING OVERHEAD WIRES
EXISTING UNDERGROUND ELECTRIC
EXISTING TELEPHONE LINE
EXISTING GAS LINE
EXISTING WA TER LINE
EXISTING STORM DRAIN
EXISTING SANITARY SEWER
LIMIT OF WORK LINE
DOUBLE: EROSION CONTROL BARRIER
A. F.F.
A.F.S.
ABBREVI/, TIONS
-ABOv,: FINISHED FLOOR
-ABOv,: FINISHED SLAB
APPROX. -APPROXIMATE
A. T.F. -ABOv,: TOP OF FOUNDATION
BLDG.
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CONT.
CoNTR.
DBL.
DET.
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DIM.
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£LEC.
ELEV.
EXIST.
EXT.
FIN.
FiR.
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MAX.
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T.5.
TYP.
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WTR.
W.W.M.
BUILDING
BLOCK
BOTTOM
BOTTOM OF WALL
BEARING
--CATCH BASIN
-CENTERLINE
-CAST IRON
-CLEAR
-CONCRETE
CONTINUOUS
-CONTRACTOR
DOUBLE
DETAIL
DUCTILE IRON
-DIAMETER
--DIMENSION
-DETAIL
~ DffA(~rM:1
-EACH
-ELECTRIC
-ELEVATION
-EXISTING
-EXTERIOR
-FINISH
-FLOOR
FOUNDATION
FOOT OR FEET
--INSTALLED
-LIGHT
-MAXIMUM
-MEAN ANNUAL HIGH WATER
-MANHOLE
-MINIMUM
-MISCELLANEOUS
-NOT TO SCALE
-OVERALL
-ON CENTER
-POUNDS PER SQUARE INCH
-REINFORCING
-RIGHT HAND
-SHEET
-. SPECIAL OR SPECIFICATIONS
-SQUARE
-STEEL
STATION
TOP OF FOUNDATION
TOP OF WALL
TOP OF SIEEL
TYPICAL
WITH
WATER
WELDED WIRE MESH
rxJ -----SECTION OR DETAIL NUMBER CD]. SHEET ON WHICH SECTION OR
DETAIL IS LOCA TED
W ---SECTION OR DETAIL NUMBER D" SECTION OR DETAIL LOCATED
ON SAME SHEU
EROSION & SEDIMENT CONTROL NOTES
MANAGEMENT STRATEGIES
7_ CONSTRUCTION TRAFFIC SHALL BE LIMITED TO THE CONSTRUCTION ENTRANCE
2. CONSTRUCTION SEQUENCE SHALL BE PHASED TO AVOID LEAVING LARGE AREAS EXPOSED
FOR LONG PERIODS OF TIME.
.3. TEMPORARY SEED AND MULCH SHALL BE APPLIED IMMEDIATELY FOLLOWING ROUGH
GRADING.
4. SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED CONTINUOUSLY, ESPECIALLY
FOLLOWING STORM EVENTS TO LOCATE FAILING CONTROL MEASURES AND CONDUCT
ROUTINE MAINTENANCE OPERATIONS.
5. THE CONSTRUCTION SUPERINTENDENT SHALL INFORM ALL ON-SITE WORKERS OF THE
SEDIMENTAl)ON CONIROL PROGRAM.
VEGETA TIVE CONlROL PRACTICES
1. TOPSOIL STOCKPILING: TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE DISTURBED
AND STOCKPILED FOR lATER USE. STOCKPILE LOCATION SHALL BE APPROVED BY THE
OWNER AND ENGINEER/LANDSCAPE ARCHITECT AND BE WITHIN LIMIT OF WORK_
2. TEMPORARY SEEDING: THE TEMPORARY SEDIMENT BASIN, TOPSOIL STOCKPILE AND ROUGH
GRADED AREAS SHALL BE SEEDED WITH WINTER RYE AT A RATE OF .30 LBS. PER ACRE
ANY SOILS THAT ARE LEFT EXPOSED AND UNDISTURBED FOR MORE THAN 30 DAYS SHALL
BE TEMPORARILY SEEDED.
A. SITE PREPARATION
-COMPLETE ALL ROUGH GRADING ACTIVITIES
-REMOVE ALL ROCKS AND DEBRIS lARGER THAN 3" IN DIAMETER FROM AREAS TO BE
TEMPORARILY SEEDED_ -EVENLY APPLY LIME TO ACHIEVE A PH VALUE OF 6.0.
-EVENLY APPLY 14 LBS. OF 5-10-10 ANALYSIS FERTILIZER TO A DEPTH OF 4" USING
SUITABLE EQUIPMENT.
-SEEDBED IS TO BE LEFT IN FIRM AND SMDOTH CONDITION.
-THE LAST TILLAGE OPERATION SHALL BE PERFORMED ACROSS THE SLOPE.
B. ESTABLISHMENT
-EVENLY APPLY SEED IN ACCORDANCE WITH THE SPECIES AND RATE INDICATED ABOVE
BY MEANS OF BROADCASTING OR HYDROSEEDING_
-UNLESS HYDROSEEDED, COVER SEED WITH 1/4" TO 1/2" OF TOPSOIL
-APPLY MUlCH OR EROSION CONTROl BLANKET IMMEDIATELY FOLLOWING S£EDING_
-VERIFY SEEDING DATES WITH ENGINEER/lANDSCAPE ARCHITECT. IF
ENGINEER/LANDSCAPE ARCHITECT DETERMINES THAT SEED CANNOT BE APPLIED DUE
TO CLIMATE, TOPSOIL SHALL NOT BE SPREAD AND MULCHING SHALL BE APPLIED TO
THE EXPOSED SURFACE TO STABILIZE SOILS UNTIL THE NEXT RECOMMENDED
SEEDING PERIOD.
-PERMANENT SEEDING SHALL BE APPLIED BETWEEN APRIL 15 AND SEPTEMBER 30.
TEMPORAR,( SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS OUTSIDE THIS TIME
FRAME, UPON APPROVAL BY THE ENGINEER/lANDSCAPE ARCHITECT.
C. MAINTENANCE
-ALL SEEDED/MULCHED ARfilS SHALL BE INSPECTED REGULARLY TO SEE THAT A GOOD
STAND IS MAINTAINED. AREAS SHALL BE REPAIRED AS NECESSARY.
NONSTRUCTURAL CONTROL PR iCES
7_ SCARIFICATION: EXPOSED SLOP£C EEDING 4: I SHALL BE SCARIFIED AT RIGHT
ANCLtS TO THE SLOPE PROVIDE r __ ,'f/ODIC UPGRADING OF SERRATIONS DURING EXPOSED
PERIOD UNTIL VEGETATION IS ,-' 3LISHED. PROVIDE VEGETATIVE COVER AS SOON AS
POSSIBLE,
2. STRAW MULCH: STRAW MULCH lLL BE APPLIED IN CONJUNCTION WIIH
TtMPORARy/PERMANENT SEED' "D TO GRADED AREAS WHICH REMAIN EXPOSED
OUTSIDE OF RECOMMENDED Sf; OATES_ MULCH SHALL BE APPLIED AT 9D LBS.
PER 1000 s.F. CONTRACTOR S 4 PERIOOICALL Y INSP£CT AND REAPPL Y AS NECESSARt:
PARTICUlARLY FOLLOWING SIGNi!.· eNT STORM EVENTS
.3. TOPSOIL: DISTURBED AREAS Sf-; BE TOPSOILED PRIOR TO SEED APPLICATION.
APPLICATION STANDARDS:
-REMOVE ALL ROCKS AND" o 'IS OVER 1"-1 1/2" IN DIAMUER.
-SCARIFY SURFACE PRIOR TO ~,.TD APPLICATION.
-APPLY 6" DEPTH OF TOPSOiL.
4. SILT FENCL SILT FENCE SH;J/' 9E INSTALLED AROUND THE PERIMETER OF THE SIT£,
AT CULVERT OUTLET LOCATIONS,! AS INDICATED ON THE DRAWINGS. SILT FENCE SHALL
BE INSPECTED AND REPAIRED ReTINELy, ESPECIALLY FOLLOWING STORM EVENTS UNTIL
THE SITE HAS BEEN STABILlZro 'COVER> 70%) BY VEGETATION.
STRUCTURAL CONTROL PRACTS
I. RIP-RAP OUTLET PROTECTION. CP-RAP SHALL BE PROVIDED AT ALL PIPE OUTLETS TO
THE WETLAND. MATERIAL SHALL BE HARD, DURABLE FIELD OR QUARRY STONE WHICH IS
ANGULAR AND RESISTS BREAKING DOWN WHEN EXPOSED TO WATER OR WEATHERING.
2. CONSTRUCTION ENTRANCE.' CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE DRAWINGS
3. DUST CONTROL: A WATER TRUCK SHOULD BE LOCATED ON-SITE FOR DUST CONTROL
WHILE WORK IS PROCEEDING. MAl' .. VANCE SEDIMENTATION CONTROL MEASURES SHALl
BE CHECKED WEEKLY AND AFT£.' E. "H SIGNIFICANT RAINFALL EVENT. THE FOLLOWING
ITEMS SHALL BE CHECKED IN ! RT JLAR.-
A. RIP-RAP OUTLET PROTEC! ~HALL BE CHECKED REGUlARLY FOR SEDIMENT
ACCUMUlATION. IF SIGNIFIC,. AMOUNTS OF SEDIMENT ACCUMUlATE, RIP-RAP
SHALL BE REMOVED AND REPLACED.
B. SILT FENCING SHALL BE " JED REGUlARLY FOR UNDERMINING AND
DETERIORATION. REMOVE. MENT FROM BEHIND fENCE WHEN IT BECOMES 6
INCHES DEEP.
C. SEEDED/MULCHED AREAS S,!flLL BE INSPECTED REGULARLY TO SEE THAT A GOOD
STAND IS MAINTAINED. ARFr "-'fALL BE REPAIRED AS NECESSARY.
SILT FE/VCE INSTAL LA TlON_NOJ£5
I. THIS SEDIMENT BARRIER UTILIZES MIRAFI ENVIROFENCE (IOOX) OR EQUAL. IT IS
DESIGNED FOR SITUATIONS IN WHICH ONLY SHEET OR OVERlAND FLOWS ARE EXPECTED.
2. THE HEIGHT OF THE BARRIER SHALL NOT EXCEED .36 INCHES (HIGHER BARRIERS MAY
IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE).
IDEALLY THE FILTER FENCE SHALL BE PlACED 10 FEET AWAY FROM THE TOE OF SLOPE
.3. WHEN JOINTS ARE NECESSARY, FILTER FABRICS SHALL BE SPLICED TOGETHER ONLY AT
A SUPPORT STAKES WITH A MINIMUM 6-INCH OVERLAP, AND SECURELY SEALED. SEE
MANUFACTURER'S RECOMMENDATION.
4. STAKES SHALL. NE SPACED A MAXIMUM OF 10 FEET APART AT THE BARRIER LOCATION
AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES). IN APPLlC'AfiONS
WHERE HEAVY FLOWS ARE EXPECTED SUCH AS IN-STREAM INSTAUATIONS STAKE
SPACING SHALL BE PER MANUFACTURERS RECOMMENDATIONS AND/OR THE
ENVIRONMENTAL PROFESSIONALS RECOMMENDATIONS.
5. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 6 INCHES WIDE AND 6 INCHES DEEP
ALONG THE LINE OF STAKES AND UPSLOPE FROM THE BARRIER IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS.
6. THE PflE ASSEMBLED SILT FENCE SYSTEM SHALL BE UNROLLED, POSITION THE SlAKES
ON THE DOWNHILL SID£ OF THE TRENCH AND HAMMER THE STAKES AT LEAST 12
INCHES INTO THE GROUND.
7. THE BOTTOM SIX (5) INCHES OF THE FABRIC SHALL BE LAID INTO TNE TRENCH TO
PREVENT UNDERMINING BY STORM WATER RUNOFF.
B. BA.C'k'PLL THE TR£NCN OIlER THo£" PJLT£R ~.1BR/C AND COMRtlC'T !;'UFFlCI£NTL Y TO
PREVENT THE RUNOFF FROM ERODING THE BACKFILL.
9. THE FABRIC SHALL NOT EXTEND MORE THAT 36 INCHES ABOVE THE ORIGINAL GROUND
SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING' TREES OR SUPPORTS
OTHER THAN THE STANDARD STAKES.
10. INSTALLED SILT FENCE BARRIERS SHALL BE MAINTAINED ON A REGULAR SCHEDULE
WHICH MAY BE PRESCRIBED BY THE LOCAL, STATE OF FEDERAL REGULATORY
AUIHORITY; BUT; AT MINIMUM SflALL BE CNECKED WEEKLY A:O-WELL AS AFTER EACH
STORM EVENT. MAINTENANCE SflALL CONSIST OF AN INSPECTION OF THE ENTIRE
LENGTH OF THE BARRIER TO DETERMINE IF IT IS FUNCTIONING AS INTENDED. ALL
BREAKS, DETACHED FABRIC, SLUMPED FABRIC, CLOGGED FABRIC, AND UNDERMINED
AREAS SHALL BE FIXED THE DAY THAT THEY ARE DISCOVERED_
II. WHEN A MAXIMUM OF SIX (6) INCHES OF SEDIMENT HAS ACCUMULATED BEHIND WE
SILT FENCE THIS SEDIMENT SHALL BE REMOVED AND THE FENCE SHALL BE INSPEC(ED
FOR lEARS, CLOGGING OF BREAKS. ALL DEFICIENCIES SHALL BE CORRECTED
IMMEDIATELY EITHER BY REPAIR OF REPlACEMENT OF THE SILT FENCE BARRIER
AND/OR STAKES AS NEWED.
72. SILT FENCE BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL
PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN CLEANED OF SILT AND
PERMANENTL Y STABILIZED.
STRAW BALE INSTALLATION & MAINTENANCE
I. STRAW BALES SHALL BE PlACED IN A SINGLE ROW, LENGTHWISE ON IHE CONTOUR,
WIIH ENDS OF ADJACENT BALES TlGHTL Y ABUTTING ONE ANOTHER.
2. ALL BALES SHALL BE EITHER WIRE BOUND OR STRING TIES. BALES SHALL BE INSTALLED
SO THAT BINDINGS ARt ORIENTED AROUND THE SIDES RATHER THAN ALONG THE TOPS
AND BOTTOMS OF THE BALES TO PREVENT DETERIORATION OF THE BINDINGS.
3. THE BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE
EXCAVATED THE WIDTH OF A BALE AND THE LENGTH OF THE PROPOSED BARRIER TO A
MINIMUM DEPTH OF FOUR (4) INCHES AND A MAXIMUM DEPTH OF SIX (5) INCHES.
AFTER THE BALES ARE STAKED AND GHINKED, THE EXCAVATED SOIL SHALL BE
BACKFILLED AGAINST THE BARRIER. BACKFILL SOIL SHALL CONFORM TO THE GROUND
LEVEL ON THE DOWNHILL SIDE AND SHALL BE BUILT UP TO FOUR (4) INCHES AGAINST
THE UPHILL SIDE OF THE BARRIER.
4. EACH BALE SHALL BE SECURELY ANCHORED BY AT LEAST TWO (2) STAKES OR REBARS
DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN
TOWARD THE PREVIOUSLY LAID BALE TO fORCE THE BALES TOGETHER. STAKES OR
REBARS SHALL BE DRIVEN DEEP ENOUGH INTO THE GROUND TO SECURELY ANCHOR
THE BALES.
5. THE GAPS BETWEEN BALES SHALL BE CHINKED (FILLED BY WEDGING) WI1II STRAW TO
PREVENT WATER FROM ESCAPING BETWEEN THE BALES. (LOOSE STRAW SCATTERED
OVER THE AREA IMMEDIATELY UPHILL FROM A STRAW BALE BARRIER TENDS TO INCREASE
BARRIER EFFICIENCY)
5. STRAW BALES GENERALLY DETERIORATE IN 2-6 MONTHS AND THUS NEED REPlACEMENT.
7 INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE
PROMPTLY AS NEEDED.
8. BALE BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS. BUT
NOT BEFORE THE UPSLOPE AREAS HAVE BEEN PERMANENTLY STABILIZED.
DEMO NOTES
I. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATION, INCLUDINC BUT NOT LIMITED
TO, ALL UTILITIES, STORM DRAINA GE, SIGNS. TRAFFIC SIGNALS &-POLES ETC. AS
REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES
SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN
BASE BID.
2 CONTRACTOR SHALL ERECT AND MAINTAIN SAFETY BARRICADES AND POST PROPER
NOTICES PRIOR TO THE COMMENCEMENT OF WORK.
4. CONTRACTOR SHALL PROTECT EXISTING SITE IMPROVEMENTS. APPURTENANCES. AND
lANDSCAPING i) REMAIN.
5. CONTRACTOR SHALL MAINTAIN EX/STING UTILITIES TO REMAIN IN SERVICE AND PROTECT
THEM FROM DAMAGE DURING DEMOLITION OPERA TlONS.
5. DO NOT 0,4MAGE EXISTING UTILITIES TO REMAIN WITHIN PROJECT AREA. ALL DAMACE TO
EXISTING ilLiTIES TO RHIAIN SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENS£ TO
THE , fACTION OF THE UTILITY OWNER.
7 CONTf'I,,;TOR SHALL PROMPTLY TRANSPORT De MOL/51 lED MATERIALS OFF OWNERS
PROPtJiiY AND LEGALLY DISPOSE OF DO NOT ALLOW DEMOLISHED MATERIAL TO COLLECT
ON 9TE CONfl<'ACTOR SHALL PAY ANY DUMPING FEES
8. THERE SHALL BE NO BURNING OF DEMDLISHED MATERIAL ALLOWED ON SITE
B. CONTRACTOR SHALL COORDINATE WITH OWNER FOR ANY ITEMS TO BE '-URNED OVER TO
OWNER.
10. DEMOLISH AND REMOVE ALL PAVEMENT, SlABS. LIGHT POLE BASES, FOOTINGS
SUBSURFACE ELEMENTS; MISCELlANEOUS DEBRIS, ETC. WITHIN PRC,ERTY LINES UNLESS
NOTED OTHERWISE
I/, COA '?ACTOR IS RESPONSIBLE FOR CONTROLLINC DUST SO THAT DUST DOES NOT CREATE
A N_ SANCE ON ADJACENT ROADS OR PROPERTIES SITE CONTRACTOR SHALL BE
RESfJNSIBLE FOR STREET SWEEPING AND CA TCH BASIN CLEANING AfTeR EACH PHASE Of
CONSii?UCTION AND AS NEED IS DETERMINED BY THE lANDSCAPE ARCHITECl/ENGINEER.
12. CONTfl4CTOR SHALL REMOVE AND DISPOSE OF ANY ABANDONED SUBSURFACE SOIL
ABSOR."TION SYSTEM (SAS) AND MISCELlANEOUS DEBRIS.
13. NO ACTIVITY OTHER THAN NORMAL MAINTENANCE SHALL OCCUR OUTSIDE OF LIMIT OF
WORK LINES AS SHOWN ON PLAN WITHOUT THE APPROVAL OF THE lANDSCAPE
ARCHITECT/ENGINEER.
14. THE CONTRACTOR SHALL NOTIFY DIG SAFE @ 1-888-344-723.3 PRIOR TO
COMMENCEMENT OF ANY DEMOLITION/CONSTRUCTION ACTIVITY.
LANDSCAPE NO ItS
7. mE CONTRACTOR SHALL VERIFY FINAL SELECTION OF PlANT MATERIALS WITH THE
lANDSCAPE ARCI1!TECT AND OWNER PRIOR TO INSTALlATION.
2. NO PLANT MATERIAL WILL BE ACCEPTED WHICH DISPlAYS MAJOR IRREGULARITIES OR
DAMAGE THE OWNER/lANDSCAPE ARCHITECT RETAINS THE RIGHT TO REJECT ANY PLANT
MATERIAL DEEMED UNFIT.
.3. WAR/oWTE£.' FOR A PERIOD OF TWO CROWING SEASONS FROM THE DATE THAT THE WORK
UNDER THIS CONTRACT IS CERTIFIED AS SUBSTANTIALLY COMPLETE, THE CONTRACTOR
SHALL: I) WARRANTEE ALL PLANTS AND SEEDED AREAS UNDER THIS CONTRACT;' 2)
REMOVE AND REPlACE DURING THIS GUARANTEE PERIOD PLANTS WHICH DIE OR ARE IN
POOR CONDITION AS DETERMINED BY THE OWNER; 3) REPLANT WITII STOCK OF SAME
SIZE AND DUALITY AS Ol/IGINALLY SPECIFIED; 4) GUY AND MAINTAIN AS SPECIFIED
HEREIN AT NO ADDITIONAL COST TO THE OWNER.
4. ALL NEW LAWN AREAS SHALL RECEIVE A MINIMUM OF 4 INCHES TOPSOIL OF THE fWOPER
pH AND ORGANIC CONTENT SUITABLE FOR THE HEALTHY GROWTH OF lAWNS. THESE
AREAS SHALL BE SEEDED WITH A FINE BlADE LAWN GRASS SEED OR SODDED. ADDITIONAL
OFF-SITE TOPSOIL MAY BE REQUIRED. .
5. ALL AREAS TO BE MULCHED SHALL RECEIVE 4 INCHES MINIMUM 100% SHREDDED BARK
MULCH WITHIN 48 HOURS OF PlANTING UNLESS OTHERWISE NOTED IN PLANTING DETAILS.
6. ALL TREE AND SHRUB PITS SHALL BE AT LEAST 2 FEET WIDER AND 1 FOOT DEEPER
THAN THE TREE OR SHRUB ROOT BALL TO BE PlANTED IN IT. BACKFIU SHALL BE
HIGH QUALITY LOAM OF THE PROPER pH AND ORGANIC CONTENT SUiTABL£ FOR THE
HEALTHY GROWTH OF PlANT MA TERIALS.
7. ALL PlANTS SHALL BE NURSERY GROWN AND CONFORM TO THE LATEST EDITION OF
'ANSI Z60. I, AMERICAN STANDARD FOR NUNSERY S!OCK~
8. EACH PLANT TO BE FREE FROM DISEASE, INSECT INFESTATION,' MECHANICAL INJURIES,
AND IN ALL RESPECTS BE SUITABLE FOR FIELD PLANTING.
9. EACH PLANT TO BE IN THE TOP OF ITS SIZE CLASS AFTER SHEARING AND PRUNING.
10. FINAL FOUNDATION PLANTINGS PlANS AND LISTS TO BE PROVIDED BY LANDSCAPE
CONTRACTOR AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION.
11_ ADJACENT TO THE TOP OF ANY WALLS OVER 35" A FENCE OR WALL SHALL BE
CONSTRUCTED PER PLAN THAT M£ETS LOCAL BUILDING CODE AND ALL OTHER
APPLICABLE SlATE AND FEDERAL lAWS.
12. SEE DETAIL SHEETS FOR ADDITIONAL DETAILS & SPEClfiCA 7l0NS.
13_ DURING THE INSTALLATION OF PlANT MATERIAL AND OTHER lANDSCAPE FEATURES
lANDSCAPE/SITE/IRRIGATION CONTRACTORS SIIALL PAY SPECIAL ATTENTION TO THE
LOCA nON DF PRE -EXISTING, AS WELL A~~ NEWL Y INSTALLED UTILITIES. CONIHACTOfi
SHALL REFER TO THE APPLICABLE SHEETS HEREIN AND KEEP A RECORD OF ON-SITE
CHANGES AND PLAN/SKETCH REYISIONS THAT MAY AFFECI UTILITY AND DRAINAGE
LOCATIONS.
14. SHOULD GC OR ANY SUBCONTRACTOR ENCOUNTER A DISCREPANCE/CONFLICT IN THE
PLAN AN THE ACTUAL LOCATION OF A SITE FEATURE, THE CONTRACTOR .. 'HALL CONTACT
THE lANDSCAPE ARCHITECT/ENC,YNEER AND OWNER IMMEDIATELY-
15_ ALL AREAS DISTURBED DURING CONSTRUCTION NOT DESIGNATED TO RECEIVE OTHER
TREATMENT SHALL BE LOAMED TO A MINIMUM DEPTN OF 4" AND SEEDLD IN
ACCORDANCE WITH THE FOLLOWING:
A. INCORPORATE GROUND LIMESTONE INTO ALL AREAS TO BE SEEDED AT A RATE OF
!:JO LBS/I,OOD S.P:
B APPLY 10-6-4 FERIILIZER TO ALL AREAS TO BE SEEDED AT A RATE OF 2
LBS/I, ODD s.F.
G. THOROUGHLY INCORPORATE LIME AND FERTILIZER INTO SEED BED TO DEPTH OF
.;" BY DISCING OR OTHER APPROVED METHOD.
D. SEED WITH THE FOLLOWING MIXTURE, APPLIED AT A RATE Of /0 LBS/I,OOO S.F.
SEED MIX:
NAME OF SEED % BY WEIGHT MIN. % PURITY MIN. CERMINATION
IN MIXTURE
POS PRETENSES 50 . 90 75
"BARON"
BARON BLUEGRASS
FESTUCA RUB/fA 25 95 85 ''pENNIAWN"
PENNIAWN FESCUE
LOLiUM PERENNE 25 98 95
"PENNFlN£"
PENNFlNE
E MULCH ALL SEEDED AREAS WITH STRAW AT A RATF OF 5 L[]S/I,ODO 5:F.
UNLESS HYDROSEEDING WAS USED.
F. ALL SLOPES OF .3:1 OR GREATER AFTER BEING LOAMED. SEEDED AND MULCHE
IN ACCORDANCE WITH THE ABOVE SHALL SECURED WITH EROSION CONTROL
BLANKETS (NO. AMERICAN GREEN SI50 OR EQUAL). OVERLAP ALL NETT INC,' JOINTS
A MINIMUM OF 5" AND SECURE WITH DOUBLE ROW OF STAPLES.
16. ALL SLOPES STEEPER THAN 1:5 SHALL BE BLANKETED W/ EROSION CONTROL FABRIC
AND /OR HYDROSEEDED AND INSPECTED BY THE lANDSCAPE ARCHITECT.
MATERIALS CONSTRUCTION NOTES
I. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS-
UNLESS OTHERWISE SPECIFIED. '
2. ALL REINFORCING STEEL SHALL BE ASTM A515, GRADE 40, UNLESS OTHERWISE
SPECIFIED.
3. PROVIDE A MINIMUM CLEARANCE OF 2" BETWEEN OUTSIDE OF STEEL AND FACE OF
9Q.f{9RfTf !!Nff00 0'i0T !1riAINJT fXf'9af{J !iDIL; IN WfoIlCfoI CA§f 11 MINIMUM Of J" Of
CLEARANCE IS REOUIRED.
PERMITTING
R LEVESQUE ASSOCIATES, INC
Land Surveying, Site Design,
Landscape Architecture, Planning
~nvirolllllentalPermitting
ph: 413.568.0985 fax: 413.568.0986
PR
40 School Street· 1'.0. Box 640
Westfield, MA 01086
... l!:ll!llnd_conl
TDR Properties LLC
204 Suffield Street
Agawam, MA 01001
ISSUANCE DATE:
IJNAUTHORIZLlJ ALTERATION OF
THIS DOClJMfNT IS A VIOlATION
OF MA SSACHIISI:rrs STATE LA W
SCALE:
N.S.
DRAWING NA.ME,
RLA PRO,1. NUMBER: 13-0324
r Altl NOT£:
THE SUBJECT PROPERTY IS SUBJECT TO RESTl?ICTIONS OF AN AR£<I
USE LIMITATIONS (AU.L.) PLAN AND ALi. CONSTRUCTION RELATED
ACTlVfTI£S SHALL ADHERE TO SAID PLAN. PRIOR TO STARTING
NOTES'
1) THE PREMISES SHOWN HEREON ARE COMPILED FROM A PLAN FOR THE SUBDMSION
Of PROPERTY FOR JANELLE ESTATES IN AGAWI>M, MA BY D L BEAN, PLAN 248
BOOK 1 14, TOWN OF AGAWAM ASSESSORS t.4AP INFORMATION, AND fiELD SURVEY
PERFORMED BY R LEVESQUE ASSOCIATES, INC DURING THE SPRING Of 2013. WORK. CONTRACTOR SHALL FAMILIARIZE THEMSEL VB' AND THEIR
SUB-CONTRACTORS WITH SAID LIMITATIONS. FOR INFORMA77ON
REG4RDING THE AU£. PL£4SE CONTACT PAGE FALLON. LSP OF
ENVIRONMENTAL COMPLIANCE SERVICES, INC. FOR DETAIL REG4RDING
EXCAIt4TION LIMITATIONS AND OTHER RESTRICTIONS.
2) WETLANDS RESOURCE AREAS ARE BASED ON A PREVIOUSLY APPROVED REQUEST
FOR DETERMINATION BY PIONEER EN~RONMENTAL, INC IN JANUARY OF 2007 _
STILL VALID UNDER THE PERMIT EXTENSION ACT OF 2010, EXTENDED IN 2012.
3) ELEVATIONS SHOWN HEREON ARE BASED ON TOP OF SPINDLE OF FIRE HYDRANT
LOCATED NEAR THE SOUTH EAST CORNER OF COREY STREET AND JANELLE DRIVE
WITH AN ASSUIAED ELEVATION Of 87.91.
.. -.. -.....
4) UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON SURFACE
FEATURES AS LOCATED BY INSTRUMENT SURVEY AND AVAILABLE RECORD DATA AND
ARE APPROXIMATE. ACTUAL LOCATIONS SHOULD BE VERIFIED WITH THE APPROPRIATE
UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT PRIOR TO FINAL DESIGN AND/OR
CONSTRUCTION.
5) SEWER IAAiN DEPTH IN JANELLE DRIVE WAS DERIVED FROM A VIDEO INSPECTION
CONDUCTED BY FLETCHER SEWER AND DRAIN SERVICES ON 8/2/20013.
6) EXISTING CONDITION SHOWN HEREON WERE DERIVED FROM FIELD SURVEY PERfORMED
BY R LEVESQUE ASSOCIATES, INC DURING THE SPRING OF 2013.
OWNER/DEVELOPER AND CONTRACTOR SHALL
COORDINATE WITH AGAWAM ENGINEERING DIVISION
DURING CONSTRI.ICTION TO MIT/GA TE RUNOFF
. -"!yPACTS IN THIS AR~
,
(I 1 ALi. SLOPES 3.'1 OR
GR£<ITER SHALL HAVE
SLOPE PROTECTION
MATERIAL EROSION ...... -d.. CONTROL (TYP.) 1----_ ~/
/ -,/ / a /'
/
,/
GRADING UTILITY, AND EROS/ON/SEDIMENTATION t;QNTROL NOT£S:
I. SITE CONTRACTOR SHALL REFER TO SHEETS C-1. C-2. AND REMAINING PLAN SET FOR INFORMATION
REGARDING GRADING &-DRAINAG£.
2. IT SHALL B£ THE SITE CONTRACTORS RESPONSIBILITY TO CROSS REFER£NCE INFORMA TlON CONTAINED
IN OTHER SHEETS WITH GRADING &-DRAINAGE INFORMATION SHOWN HEREON.
J . PRIOR TO SUBMITTING A BID FOR CONSTRUCTION. THE SITE CONTRACTOR SHALL caTH""Mut'/fA,,'RTEo.~~NCYT DISCREPANCIES B£7'M:£N THE PROPOSED DESIGN AND THE SAID SPECIFlCA TlONS WI m", r. ,.,,,
PROPONENT. LANDSCAPE ARCHITECT/ENGINEER. SHOULD TH£ THE SITE CONTRACTOR FAIL TO
COMMUNICA'TE ANY DISCREPANCIES, HE/SHE SHALL B£ RESPONSIBLE FOR ANY COSTS RESUL TlNG
FROI.( SAID DISCREPANCY.
4. CONTRACTOR TO IlERIFY ALL UTILITY CONNECTIONS AND INIlERTS FROM EXISTlNqff'R'?!..faSwEDFIooBl!!,LDv 1t;ff
TO SERVICES IN STRE£T. IF ANY DISCREPANCIES EXISTS BET'MEN PLAN AND INrJRM~ u ' .. , ".
THE FIELD. CONTACT ENGINEER AND LANDSCAPE ARCHITECT IMMEDIA TEl. Y.
5. SEE ARCHITECTURAl. PLANS FOR BUILDING CONNECTIONS OF ALL UTILITI~
6. THE NA TURAl GAs, ELECTRICAL, AND TELECOMMUNICA TlONS SERVICES SHOWN HEREON ARE SCHEMA TIC
IN NA TURE TO DEPICT CONNECTION OF SAID UTILITIES TO THE SUBJECT BUILDING(S). THE RESPECTlVE
UTILITY PROVIDER SHALL BE RESPONSIBLE FOR THE FINAL DESION OF THE RELEVANT UTlLlTY.
7. CONTRACTOR SHALL NOTIFY DEs/GNER/FNGlN£ER OF ANY UNEXPECTED CONDITIONS THA TARE
ENCOUNTERED DURING CONSTRUCTION. '
8. ONCE DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONING. THE OWNER/SITE CONTRACTOR SHALL
COORDINA TE WITH R LEVESQUE ASSOCIA TES, INC. (RLA) TO CONDUCT A POST-CONSTRUCTION
ANALI"SIS OF THE DRAINAGE SYSTEM DURING ACTUAL STORM EVENTS TO DETERMINE THE
FUNCTIONALITY OF THE INSTALLED DRAINAG£ SYSTEM DURING SAID EVENTS. SHOULD THE DRAINAGE
SYSTEM NOT FUNCTION AS DESIGNED UNDER REAL-WORLD CONDITIONS, .RLA WILL RECOMMEND
ADJUSTMENTS TO TH£ DRAINAG£ SYSTEM TO BE IMPL£MENTEJ) BY THE OiINER/SlTE CONTRACTOR.
9. THIS PLAN IS PROVIDED AS A BASIS FOR THE INITIAL SED/MENTA nON AND EROSION CONTROL
MEASURES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO UPDA TE AND EXPAND THIS PLAN AS
SITE CONDITIONS DICTATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PREVENT THE OCCURRENCE OF
SlL TA TlON TO WETLAND RESOURCE AREAS AND THE MOVEUENT OF SEDIMENT BEYOND THE SITE
BOUNDARIES.
10. ALL SIDEWALKS SHALL HA VE A MAXIMUM SLDPE (RUN) OF 5% AND A MAXIMUM X-SLOPE OF 2%
UNLESSOTHERMSE NOTED. ,
11. ALL SIDEWALKS SHALL BE GRADED AWA Y FROM PROPOSED BUILDINGS AND LAWN AR£AS UNLESS
OTHERU1SE NOTED. '
12. SNOW SHALL BE REMOVED FROM THE SITE FOR SNOW STORMS TOTALING OVER 10" DEPTH.
ACCESSIBILITY NOTES:
1. ALL ACCESSIBLE ROUTES, TRANSITfON$. AND ACCESSIBLE PARKING/lOADING AR£<IS. INCLUDING ALL
ENTRANCES TO BUILDING, SHALL ADHERE TO 521 CMR.
f
WA TERPROOF MEMBRANE
AS REQUIRED (ARCHITECT
TO DETAIL MEMBRANE AND
FOUNDA TlON a4 CKFILL)
58 LIMIT OF D-I
WORK/EROSION
CONTROL BARRIER
2. SHOULD THE ARCHITECT PROVII)£ ADDITfONAL ENTRANCES OR M£<INS OF EGRESS, ADDITfONAl
ACCESSIBLE ROUTES MolY BE REQUIRED.
3. IT IS THE RESPONSIBILITY OF THE ARCHITECT AND CONTRACTOR TO NOTIFY THE ENGINEER AND
LANDSCAPE ARCHITECT OF ANY CHANGES TO THE PROPOSED BUILDING THAT WOULD AFFECT THE
ACCESSIBILITY REQUIREMENTS OF THE PROPOSED SITE.
[!L]
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q~),,r--'-;'\: 12" DOMED GRATE RIM-81.50
INY=77.90
---I
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CB-I
YARD DRAIN
12" DOMED
GRATE
RIM~81.50
INY=77.4S
83.56
24 "x24 " GRATE
RIM=8f.50
INY 6»-77.10
INVI2 "=77. 00
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--------, ----.-----_.:;.(J'.---'-'---81 ______ ._._ ........ _ .. __ _--' __ _ -u --__ ._ . ___ .'___ _ ~ -----.. _---------_ .. _---_. __ ._-_ .. _------------.. --... --.. -~ .. -. .O-;Gi~Piru5S(~~~-o---o---o----{).:.::--::.~1~=-=-'::O====-o---{}----{;,---O-=-=--=.:.(' ).'·':·'=--=··:·~:cI=~~7.;~:;;::::=::::::::~)='='.'LO\F-===-O~.---')--~~=~o--.~ ..• -,,"; ... ·--~'O'-,,-... ,'>---,-·O .. --O.--·:=O::C=~J_.---
SC .. ALE ,.. TEMPORARY 58 -_.J_'I·-~"IIiii __ ~~~~~~~1 CONSTRUCTION e---.... C ,.. ENTRANCE (TYP.) D-I ( IN .."ET )
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THE CONTRACTOR SHALL REVIEW IN DETAIL THE REQUIREMENTS OF 521 CAiR AND SHALL BE
RESPONSIBLE FOR CONFORMANCE WITH SAID REGULA TJONS.
/'
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SLOPES J; 1 OR bBo
CR~TER SHALL HAVE
SLOPE PROTECTION 0-1
MA TERIAL EROSION
CONTROL (TYP.)
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H :j
R LEVESQUE AS SOCIATES, INC
Land Surveying, Site Design,
Landscape Architecture, Planning
En,,'ironmental Permitting
ph: 413.568.0985 fax: 413.568.0986
A,
B,
40 School Street · P.O. Box 640
Westfield, MA 01086
rlaland.com
..::.
.,
FOR,
TDR Properties LLC
204 Sut1ield Street
Agawam, MA 0100 I
c: General Revisions , 0110811 4
D : Rvsd. SIlI.)W
E: Rvsd.
F: Rvsd .
UNAUTHOR IZED Al.TI·:RATI()N OF
THIS DOCUMENT IS A VIOl.ATION
OF MASSACHUSETTS STAT!: I ,A W
SCALE, AS SHOWN
RLA PKOJ. N lJ M8~R: IJ~0324
DRA~ING#
C-4 , ,.
..
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, .
\
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A UI NOTE:
THE SUBJECT PROPERTY IS SUBJECT TO RESTRICTlONS OF AN AR£4
USE LIMlrATIONS (A.U.L.) PLAN AND ALI CONSTRUCnON RELArED
ACnVlTIES SHALL ADHERE TO SAiD PLAN. PRIOR TO STARTING
WORK, CONTRACTOR SHALL FAMILIARIZE THEMSEL I-f"S AND THEIR
SUB-CONTRACTORS WITH SAID UMlrATIONS. FOR INFORMATION
REGARDING THE AUL, PLEASE CONTACT PAGE: FALlON, LSP OF
ENViRONMENrAL COMPLIANCE SERVICES. INC. FOR DETAIL REG4RDING
EXCA~T/oN LIMITATIONS AND OTHER RESTRICnONS.
'. 90" IJHW-, i
\\ I
\, I
\ ",\y,
~~HrA,~Y·~ COWTRACTOW TO CL£4NOUT ENSURE PROPER
" ~ I
I
i
SEPARA nON or
WATER AND
NOTES:
1) THE PREMISES SHOWN HEREON ARE COMPILED FROM A PLAN FOR THE SUBDIVISION
OF PROPERlY FOR JANEu.E ESTATES IN AGAWAM. MA BY D L BEAN. PlAN 24B
BOOK 114, TOWN OF AGAWAM ASSESSORS MAP INFORMATION. AND FIELD SURVEY
PERFORM EO BY R LEVESQUE ASSOCIATES. INC DURING THE SPRING OF 2013.
2) WETI.ANDS RESOURCE AREAS ARE BASED ON A PREVIOUSLY APPROVED REQUEST
FOR DETERMINATlON BY PIONEER ENVIRONMENTAL, INC IN JANUARY OF 2007 -
STILL VALID UNDER THE PERMIT EXTENSION ACT OF 2010. EXTENDED IN 2012.
3) ELEVATIONS SHOWN HEREON ARE BASED ON TOP OF SPINDLE OF FIRE HYDRANT
LOCATED NEAR THE SOUTH EAST CORNER OF COREY STREET AND JANEu.E DRIVE
WITH AN ASSUMED ELEVATION OF 87.91.
4) UNDERGROUND UTlUTY LOCATlONS SHOWN HEREON ARE BASED UPON SURFACE
FEATURES AS LOCATED BY INSTRUMENT SURVEY AND AVAILABLE RECORD DATA AND
ARE APPROXIMATE. ACTUAL LOCATIONS SHOULD BE VERIFIED WITH THE APPROPRIATE
UTILIlY COMPANY AND/OR MUNICIPAL DEPARTMENT PRIOR TO FINAL DESIGN AND/OR
CONSlRUCTlON.
5) SEWER MAIN DEPTH IN JANEu.E DRIVE WAS DERIVED FROM A VIDEO INSPECllON
CONDUCTED BY FLETCHER SEWER AND DRAIN SERVICES ON 8/2/20013.
6) EXISTING CONDITION SHOWN HEREON WERE DERIVED FROM FlELD SURVEY PERFORMED
BY R LEVESQUE ASSOCIATES, INC DURING THE SPRING OF 2013.
PSMH-5
RIM=83.5
INV IN= 79.41
INV OUT=79.JI
./ /
SANITARY
CLEANOUT (7YP.)
/
UTlLITY NOTES:
I. SITE CONTRACTOR SHALL REFER TO SHEETS C-I, C-2, AND
REMAINING PLAN SET FOR INFORMATION REGARDING UTILITIES.
2. IT SHALL BE THE SITE CONTRACTOR'S RESPONSIBIUTY TO 'C'C=
CROSS REFERENCE INFORMATION CONTAINE£) IN OTHER SH~~,,,
WITH UnLITY INf"ORMATION SHOWN HEREON.
3. ALL SITE unLiTIES ARE TO ADHERE TO THE TOWN OF
AGAWAM DESIGN SPECIFiCATIONS FOR EACH unLITY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ACQUIRE THE CURRENT
TOWN OF AG4WAM SPECIFlCAnONS FOR £4CH unLiTY.
4. PRIOR TO SUBMITTING A BID FOR CONSTRUcnON, THE SITE
CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES
BETWEEN THE PROPOSED DESIGN AN£) THE ~/D
SPECIFICATIONS WITH THE PROJECT PROPONENT. LANDSCAPE
ARCHITECT/ENGINEER. SHOULD THE THE SITE CONTRACTOR
FAIL TO COMMUNICATE ANY DISCREPANCIES, HE/SHE SHALL
BE RESPONSIBLE FOR ANY COSTS RESUL nNG FROM SAID
DISCREPANCY.
5. CONTRACTOR TO I-f"RIFY ALL UTILITY CONNECTIONS AND
INI-f"RTS FROM EXISTING/pROPOSED BUILDING TO SERVICES IN
STREET. IF ANY DISCREPANCIES EXISTS BETWEEN PLAN AND
INFORMATION FOUND IN THE FIELD, CONrACT ENGINEER AND
LANDSCAPE ARCH/rECT IMMEDIATELY.
6. SEE ARCHITECTURAL PLANS FOR BUILDING CONNECTIONS OF
ALL UTILITIES.
/. /He IVAIUHAL (VI':'; tU:"CTRICAL. AND r=OMMUNIC ... 17ONS
SERVICES SHOWN HEREON ARE SCHEMAT1C IN NATURE TO .
DEPICT CONNECTION OF SAID UnLITIES TO THE SUBJECT
BUILDINe(S). THE RESPECTl\.f" unUTY PROVIDER SHALl BE
RESPONSIBLE FOR THE FINAL DESIGN OF THE RELEVANT
unUlY.
8. CONTRACTOR SHALL NOTIFY DESIGNER/ENGINEER OF ANY
UNEXPECTEJ) CONDITIONS THAT ARE ENCOUNTERED DURING
CONSTRUCTION.
B. CONTRACTOR SHALL COORDINATE WITH WUECO TO HAI-f" AN
OVERHEAD STREET LIGHT INSTALLED ON THE unLlTY POLE TO
THE WEST or THE DR/~AY.
10. ALI SEWER LINES SHALL BE !.OX M/NlMtH,( OR GREATER
UNLESS OTHERWISE SPECIFIED.
11. SEWER MAIN WITH BURY DEPTHS LESS THAN 4-FEET SHALl
BE INSULATEJ) AT Aa4WAM ENGINEERING DISCRE'flON.
RESTRAINT LENeTH=/9'
POND (/3,895 S.F.)
\ 6~tJl FIRE '-
/" TYPE K
COPP£l? WAlFR
SERVICE (TYP.)
/
.. , .. , .•............. ~ ..... ---.-..................... -
1 2 4 5 B
11-•. =. B' DUCTILE IRON
WATER LINE
GRAPHIC SCALE
( IN n:ET )
1 iAob -30 It.
7
6' 01 FIRE
SERVICE
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_ , ... / ~. DJcnLE IRO/(CL
"W'_, . 52} WArER LINE
~~~ .:...:;.;'~' ../ Ill.! if v,. .' 45' BEND
/" 01 "'ArER ~ . . RESTRAINT LENGTH=B' ~~::~'~z" j, j l
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/. / I /, RE,STRAlNT, L£Ioi.~GTfI'=lr
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COPPER WATER
SERVICE (7YP.)
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GAS &: ELECTRIC LINES
SHOWNSHOIW SCHEMA TlCALL Y -
COORDINA rE WITH UTILITY OWNER
FOR FINAL CONNEcnON
RIU=B2.J
INY IN=77.44
INY OUT=77.J4
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EXrENSION
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RIM=85.7
/NY IN=75.Bf
INY OUT=75.71
PERMITTING
R LEVESQUE ASSOCIATES, rNC
Land Surveying, Site Design,
Landscape Architecture, Planning
En"ironmental Permitting
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. 80x 640
Westfield, MA 01086
rIQIQnd.~o n1
PREPARED FOR:
TDR Properties LLC
204 Suffield Street
AgflWflIn, MA Q! gg!
A: R vsd. Per Eng Comments 11120113
12/24/13
02/19/14
UNAUTHORIZED AI.T1.RATIUN UF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSE ITS STATE LA W
SCALE: AS SHOWN
RLA PROJ. NUMBER, 13-0324
DRAW\I\:G#
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( IN FEET ) ( IJiI FEET )
I inch = 40 ft. I Inch - 4
ft.
UTILITY NOTES'
1. SITE CONTRACTOR SHALL REFER TO SHEETS C-l, C-2, ANO
REMAINING PLAN SET FOR INFORMATION REGARIJING unLITIES.
2. IT SHALL BE THE SITE CONTRACTOR'S RESPONSIBILITY TO
CROSS REFERENCE INFORMATlON CONTAINED IN OTHER SHEETS
WITH LlTILITY INFORMATION SHOWN HEREON.
J. ALL SITE unLITIES ARE TO ADHERE TO THE TOWN OF
AGAWAM DESIGN SPECIFICATlONS FOR EACH lITlLllY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ACOIJIRE THE CURRENT
TOWN OF AG4WAM SPECIFICATIONS FOR EACH UTlLllY.
4. PRIOR TO SlIBMITTlNG A BID FOR CONSTRUCTION, THE S/T£
CONTRACTOR SHALL COMMIJNlCATE ANY DISCREPANCIES
BETW££IV THE PROPOSED DESIGN AND THE SAID
SPECIFICATIONS WITH THE PROJECT PROPONENT; LANDSCAPE
ARCHITECVENGINEER. SHOULIJ THE THE SITE CONTRACTOR
FAIL TO COMMUNICATE ANY IJISCREPANCIES, HE/SHE SHALL
BE RESPONSIBLE FOR ANY COSTS RESUL17NG FROM SAID
DISCREPANCY.
5. CONTRACTOR TO V£RIFY ALL unLiTY CONNECTIONS AND
INVERTS FROM EXls'TING/pROPOSED BUILDING TO SERVICES IN
STREET. IF ANY DISCREPANCIES EXISTS BETWffN PLAN ANIJ
INFORMATlON FOUND IN THE FlELIJ, CONTACT ENGINEER AND LANDSCAPE ARCHITECT IMMEDIATELY.
6. SEE ARCHITECTURAL PLANS FOR BUILDING CONNECTIONS OF
ALL unLITIES.
7. THE NATURAL CAs, El.ECTRICAL. AND TELF;COMMUNICATIONS
SERVICES SHOWN HEREON ARE SCHEMA17C IN NATURE TO
DEPICT CONNEC170N OF SAID UTILITIES TO THE SUBJECT
Bt.lILlJING(S). THE RESPECTIVE t.lTlLITY PROVIDER SHALL BE
RESPONSIBLE FOR THE FINAL DESIGN OF 'THE RELEVANT
unLiTY.
8. CONTRACTOR SHALL NOTIFY DESIGNER/ENGINEER OF ANY
t.lNEXPECTED CONDITIONS THAT ARE ENCOLINTERED DURING
CONSTRUcnON.
A UL NOW
THE SUBJECT PROPERTY IS SUBJECT TO RESTRICTIONS OF AN AR£4
USE LIMITATIONS (A.U.L) PLAN AND ALL CONSTRUCTION RELATED
ACTMnES SHALL ADHERE TO SAID PLAN. PRIOR TO STAR7lNG
WORK, CONTRACTOR SHALL FAMILIARIZE THEMSELVES AND TH£/R
SUB-CONTRACTORS WITH SAID LIMITATIONS. FOR INFORMAnON
RECAROING THE AUi, PL£4SE CONTACT PAGE FALLON, LSP OF
ENVIRONMENTAL COMPLIANCE SERVICES, INC. FOR DETAIL REGAROING
EXCAVATION LIMITATIONS AND OTHER RESTRICTIONS.
PERMITTING
R LEVESQUE ASSOCIATES, INC
Land Survey in g, Site Design,
Landscape Architecture, Planning
Environmental Permitting
ph: 413.568.0985 fa" 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA 01086
flaland.com
~
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0 :?; <0 ==
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TDR P roperties LLC
204 Suffield Street
Agawam, MA 01001
ISSUANC F. f)ATE,
10129113
REVISIONS,
A: Rvsd.
B: Rev. Per Cons. Comm. I
D: Added SM H Call·out
UNAlJ1HORl ZW Al. rERA liON OF
THIS DOCUMENT IS A VIO!.ATION
OF MASSACHLJSETrS STAn: LA W
SCALK AS SHO WN
RI.A PROJ. NUMBER, 13-0324
DRAWDIGII
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LANDSCAPE NOTE$; PLANT LIST
\ I. SITE CONTRACTOR SHALL REFER TO SHEET C-1, C-2, DETAIL SHEETS AND REMAINING PlAN SET FOR
INFORMATION REGARDING LANDSCAPING. KEY OTY.
\ 2.
3.
IT SHALL BE THE SITE CONTRACTOR's RESPONSIBILITY TO CROSS-REFERENCE INFORMATION CON7i4lNEO
IN OTHER SHEETS WITH THE LANDSCAPE INFORMATION SHOWN HEREON. TREES &< SHRUBS
\ ALL SITE PLANTINGS ARE TO MEET OR EXCEED THE MIN/MUM SPECIFICATIONS DETAILED IN THE CF .3
AR-3
~ .... -"", ~'-" . ih,~"
POND [28,895 SF)
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5.
AFOREMENTiONED NOTES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SPECIf7CATIONS
FOR EACH INDIVIDUAL PLANTING AND SOURCE IT APPROPRIATELY.
PRIOR TO SUBMITTING THEIR BID FOR CONSTRUCTION, THE SITE CONTRACTOR SHALL COMMUNICATE ANt'
DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND SAID SPECIf7CATiONS WITH THE PROJECT
PROPONENt-LANDSCAPE ARCHITECT/ENGINEER. SHOULD THE SITE CONTRACTOR FAIL TO COMMUN/CATE
ANY DISCREPANCIES. HE/SHE SHALL 8£ RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID
DISCREPANCY.
lANDSCAPE CONTRACTOR SHALL HAVE" txCAVATING CONTRACTOR, "DIGSAFE: AND ANY APPLICABLE
NON-[DIGSAFE} MEMBER UTILITIES MARK ALL UNDERGROUND UTILITIES AND PRIOR TO ANY PLANTING.
LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT AND PROJECT PROPONENT IF ANt'
CONFLICTS ARISE AND STOP ALL WORK UNTIL CONFLICT IS RESOLVED.
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PROPOSED LIGHT POLE-~~~=::}1~~~~~~;;;;~9~~~ LOCATION (TYPICAL)
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./ I / [ll] SEE RAIN CARDEN I' ~ OETAILS FOR PlANTING
: / / &< Co::J!f/:5t~~
.-1 __ I w" 81
AF 11
AC
BN 13
CF 10
IG 17
PO 2
PS 10
TC 6
AR .3
AS 2
NS
,
i
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1 81 .' ~
Street
--------so --'---.. -----
. 0---
53,91
GRAPHIC SCALE
( IN FEET )
1 mob -80 It.
i , ,
BOTANICAL NAME
ABIES CONCOLOR
ABIES FRASERI
AMEI..ANCHIER CANADENSIS
BElVLA NIGRA 'HERITAGE'
CORNUS FlORIDA
ILEX GLABRA
PLATANUS OCc/OENTALIS
PINUS STROBUS
TSUGA CANADENSIS
ACER RUBRUM
ACER SACCHARINUM
N rs.5'A S ~ VA TlCA
PROPOSED TREELINE SHOWN
DIA6RAMMATICALLt' AT
LIMIT OF WORK
LIMIT
OF
WORK
.... ""'-.'
I
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COMMON NAME SIZE
CONCOI..OR fiR 2-2.5" DSH
FRASER fiR 2-2.5" DBH
SHADBlOW SERVlCE8£RRt' 8-10' HT.
HERITAGE RIVV? BIRCH 2-2.5" DBH
FLOWERING OOGWOOD 2-2.5' DSH
INKBERRY 36-48" HT.
AMERICAN PLANETREE 2.5-3" DSH
EASTERN I'IHITE PINE 2-2.5" OSH
EASTERN HEMLOCK 2-2.5" DBH
RED MAPLE 2-2.5" OBH
SIL VE"R MAPLE 2-2.5" DBH
BLACK lVPELO 2-2.5" DBH
A.u'L. MJTE:
THE SUWECT PROPERTY IS SUWECT TO RESTRICTIONS OF AN AR£4
LlSC LfMlmTIONS (A.U.L.) PLAN AND ALL GONSrtrCJt;rtOIV lTa.ArreJ
ACTIViTIES SHALL ADHERE TO SAID PLAN. PRIOR TO STARTING
WORK, CONTRACTOR SHALL FAMILIARIZE THEMS£!. IIE.5' AND THDR
SUB-CONTRACTORS WITH SAID LIMITATIONS. FOR INFORMATION
REGARDING THE AUL, PLEASE CONTACT PAG£ FALLON, LSP OF
ENVIRONMENTAL COMPLIANCE SERVICES. INC. FOR DETAIL REGARDING
txCAVATION LIMITATIONS AND OTHER RESTRICTIONS.
, FOUNDA TlON PLANTINGS j~~~~[_I[~/_'_-=~~7r/-----5£E OETAIL FOR TYPICAL / (/tP.)
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EXTENSION
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'-'
PERMITTING
R LEVESQUE ASS :~ ~lATES, INC
Land Surveying, Site Design,
Landscape Architecture, Planning
Environmental Permitting
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Hux 640
Westfield, MA 01086
rlalalld.colll
TDR Properties LLC
204 Suffield Street
Agawam, MA 01001
10/29/11
Per Eng Comments
1----Per Cons. Comm. Input
c: Landscapillg audil:ons
D: Rvsd.
UNAlJTlIOR1ZED ALTERATION OF
THfS DOClJMI-~NT lS A VIOI.ATION
OF MASSACHIJScTIS STATE LAW
SCALE: AS SHOWN
RLA PROJ, NUMB~R: 13·0324
OR~ WING# -' , ,
C 7', .. '
, -~'"'
152.0'
CilL TEKTOR ROW
(SEDIMENT ISOLA TOR ROW)
/tRAP ENTlRE ROW WITH
CilL TEC NO. 410 FlL TER
FABRfC OR APPRVED
EQilfVALEN T.
FIBERGLASS
SEPARA TION CYL.fNGIER-,
AND INLET
TOP SLAB ACCESS
(SEE FRAME """'"'
COVER DETAIL)
CENTER OF CDS STRUCTURE, SCREEN
AND SUMP OPENING
10 fNCH CLEANOilT 18 INCH INLET 10 INCH ClEANOI/T
6
rIlL ~c .!JDL DDL YLJAlJ:J:I TO DE PLA C'G.l1
UNDER ALL STARTER AND END UNITS.
CHAMBERS ACC£P71NG fNLET PIPES -MIN.
5 FT. WIDE AND C£NlERED BENEA TH FEED
CONNECTORS/lNlET PlP£S TO PREVENT
SCOI/RfNG OF STONE
1 CULTEC RECHARGER® R~V8HD
STORMWATER BED
1-2" WASHED CRUSHED STONE
8 INCH OVERFLOW,
OVERflOWS SHALL CONNECT
CHAMBER ROWS A T CROWN
OF CHAMBERS (T'tP.)
CULTEC RECHARGER®
LEGEND
III CilLlFC NO. 410 FlllFR FABRfC 7.5' x 300'
~ HVL V STARTER
D RECHARGER INTERMEDIA IF rn HVLV END
lII>OI WL lFC NO. 20L POL YETH I'l.ENE LINER
CUL TEC RECHARGER V8HD
HEA VY-OUTY CHAMBER
TURF DR PA VlNG 95% COMPACTED FILL
A
L FLOW -
HDPE H y,'.HOWL!
SHEAR PLA
PIAN WEW
N. T.S.
TOP SLAB ACCESS
60· 1.0. MANHOLE
STRUClURE
I,;,ONTRACTUfI IU liffUU I tV
GRADE
RINGS/RISERS ;;
~RNISHED GRADE
r
__ ~~~~~~(j~~d:~S······~Ji~>/~~/>;' ~ "-FIBERGLASS. ,
. '. 4 ' ... -"4", . SEPARA TlON CYLINDER----"
AND INLET '-. • M-'---"--.L--;::::==j:::::~' ':';=--1-. '.'~ lC:
INLET PIPE
VA, ES
4 OZ NON-WOVEN FIL TER FABRIC
AROUND STONE (TOP AND SIDES)
V8HD: 72.0" (MUL TlP[ F INI FT PIPED~\
MA Y BE ACCOMMODA T£ J \
r==::::::::t=~------+-I
(4') • rOUTLET PIPE
. ,."
12.0"--+---+---VSHD:
TYP.
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V8HD: 88" 0. C --1
.", .. .: ."
.-..... "
., .... , ..
VBHD: 32.0·
6.0" V8HD
SECTION A-A CUL TEC RECHARGER V8HD TYPICAL CROSS SECTION 2 N. T.S.
EXISTING
GRADE
NO SCALE
..___---SllT FENCE
~------FIl TER FABRIC
----STAKED HA Y
BALES
PRo.POSED CRADE
FLOW
:;(. /.<. 1>0",< '" ' -;;>~ I/5'oi'~U
2'-0. '\S. '----COMPLETEL Y BilRY
Fll TER FABRfC IN TRENCH
SECTION
EROSION CONTROL, DOUBLE BARRlER
NO SCALE (FOR INSTALLA 7l0N NOTES 5£E SHEET c-I)
___ ~-~SIL T FENCE
~----FlLTER FABRIC
WORK AREA
Ii'UNa<r
-)0-----------r~~
CDS 2015
r--,PRECAST CONCRETE WATER QUALITY I SYSTEM TYPICAL DETAIL 3
12" DIA FILTER SOCK BY ALTREXX,(OR EQI/AL)
INSTALL PER MANI/FAClVR£R's SPEC/FICA nONS ________ -___ ----"'-'.'-.-. __ 0' _________ ,_ •• _,._
FABRIC MESH TUBE
WOOO-CHIP &
COMPOST MIX
£X:'Sl1N7;-iiRADr-PROTECTED AREA
7<C'_~-~ TCH BASfN OR
"7 MANHOLE
(II»~~~
HAY BALE
···~~~~jrJffLWffi FILTER FABRIC J CiM lE !JIN.
OVERLAP
HoOOD STAKE
EXIS71NG GRADE PROPOSED GRADE
FLOW IN SWALES OR AREAS OF
CONCENTRA TEO RIJNOFF ADO
CDMPOST/WODD-CHIP MIX
OR PEASTo.NE ON I/PSLOPE
SIDE
5FCT!ON
1 I SEDIMENT BARRIER -SILT FENCE B
SOCKS MA Y BE STACKED TO
FORM SEOIMENT BASINS OR
CHECK DAMS
TYPICAL FIL TER SOCK INSTALLA 770N
SEDIMENT BARRIER ALTERNA TlVE
NO SCALE (CONTRACTOR'S OPTION)
NDlFS:
1. fNSTALL BARRIER A TEACH CA TCH BASIN AND DRAfNACE BASIN.
CATCH BASINS fN PAVEMENT AREAS ARE TO RECElVE ONLY THE
ALTER FABRIC TREATMENT.
2 TWO (2) WOOD STAKES MINIMUM PER HA YBAlE. STEEL OOIlELS
SHALL BE I/71LlZEO WERE WOOD STAKES CAN NOR BE DRlVE:N
INTO GROLIND
9 STORM INLET PROTECTION DETAIL
NO SCALE (FOR INSTALLA TlON NOTES SEE SHEET C-f)
,.<.~--GEOTEXTILE (OPTIONAL)
NOTES:
75' MINIMUM
SECTION A--A
50' MINIMUM
"-
MAINTAIN SJ[)EWALK TlfROUGH ~
ENTRANCE
(IF PRESEN 1)
I
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I. EACH SITE ENTRANCE IS TO HA VE A TEMPORARY CONSTRUCTION EN/RANCE
2. STONE IS TO BE 1-3/4" TO 3" ANCULAR CRUSHED STONE
3. ANY SEOIMEN T TRACKED INTO THE ROADWA Y NEEDS TO BE CLEANED IMMEDIA In y
4. ADDiTIONAL STONE IS TO BE ADDED TO THE PAD AS NEEDED TO MAINTAiN THE
ORiGiNAL DEPTH.
S. ANY SIDEWALK DAMAGED DURINC CONSTRUCTiON MIJST BE REPLACED AT TlfE
CON TRACTOR's/OEVEL OPER'S EXPENSE.
8. SiDEWALK MUST REMAIN PASSABLE, IF THE SIDEWALK BECOMES UNSAFE OR
IMPASSABLE, A TEMPORARY SlDEWALK/SfDEWALK DETOUR MUST BE PROWDED.
4 TEMPORARY CONSTRUCTION ENTRANCE (ES-l)
NO. SCALE ACAWAM DETAil ES-1
18" MIN. DEPTJ-f /"-2" STONE
SfL T SETlLfNG BASIN 4 MIL POL Y. LINER (NON-PERFORA TED)
12" P w:' PfPE
I "-2" STONE
EXfSTlNG CRADE
2'-0"
5 TEMPORARY SEDIMENT BASIN
ID
NO. SCALE
ANCHOR BLANKET IN A TRENCH
ALONG THE TOP OF ",-OPE
BACKAU &: COMPACT
PREPARE SLOPE BEFORE
STAPLE OR PIN BLANKET IN ACCORDANCE
WITH MANUFACTURERS SPECIFICA TlONS
EROSION CONTROL FABRIC EOIJAl TO
NOI?TH AMERICAN GREEN SC!50 OR
5150 AS SPEC/FlED ON PLAN 5HEETS
OR OTHERWISE DiRECiW BY ENGINEER/
LANDSCAPE ARCHITECT
APPL YlNG SLOPE PROTEC77DN
MA TERIAL: 4" LOAM BORROW &:
HYDROSEED
SLOPE PROTECTION MATERIAL INSTALLATION
NO SCAL£.
PERMITTING
R LEVESQUE ASSOCIATES, INC
Land Surveying, Site Design,
Landscape ArchitectUl-e, Planning
Environmental Permitting
ph: 413.568.0985 fax: 413.568,0986
40 School Streel' P.O. Box 640
Westlield, MA 01086
rlaland.cOffi
PREPARED FOR:
TDR Properties LLC
204 Suffield Street
Agawam, MA 0 I 001
ISSUANCE DATE:
13
REVISIONS:
UNAUTIIORIZED ALTERATION OF
THIS DOCUMENT IS A VIOl AriON
OF MASSACHUSETTS STATE LA W
SCALE: AS SHOWN
DRAWING NAME: .. --.-------1
J<LA I'RO.I. NUMBER: 130324
DRAWING#" .,
A 6" TVPSOIL
FIL TER FABRIC ''''L'JIV''
EDGE OF EXCAVATION
AND AROUND STONE
S"OIA. PERF. UNDERDRAW
PVC OR HOPE: WITH SMOOTH
INNER WALL. WRAPPE:D IN
FlLTE:R FABRIC
SO{) (REQUIRED' ,FO.~R_",----;J.~~7f':;t'-r-. FIRST PlANTING Yf
6" DIAMETER PE:RF.
UNDERDRAIN
r
A
.. ~ .••
.......;........-
DEPTH
OUTLIT STRUCTURE
A
B"WxB"D 189
STONE TREATMENT
STRIP
I~R(7S/~W,iN1TH NE:W £NGIAND ~. CONTROL/R£STORATION
SiTES MIX BY NEW
I£N(~IAPID WETLAND PlANTS, INC.
)f'----i£M~/N~:ERI:D MEDIA (2' MIN. DE:PTH)
~~~iJ -40;(, SAND
r~~~~w-:~~ -20-30& TOPSOIL :t; -30-40% COMPOST
80'Lx60'Wxl.5'/) .
#57 WASHE:D
STONE LAYER
SECTION A -A I
12-HORIZONTAL
OU71.ET INVERT
SET AT TOP OF
UNDERDRAIN
STONE
.•. -1-1. _____
SEED WITH NEW ENCLAND
EROSION CONTROL/RESTORATION
FOR DRY SITE:S MIX BY NEW
E:NGIAND WETLAND PlANTS, INC.
OR APPROVED EQUNALENT
(SEED TO LIMITS OF PONDING)
"'"". ~-OU71.ET STRUCTURE
l
A'
~r~->f:t.~~f BIORETENTION BASIN PlANTINGS
SEE TYPICAL PlANTING PIAN
:,' ()". :r.:....---80W 189 STONE
TR£oITMENT STRIP
I RAIN GARDEN 1 BASIN DETAIL
NO SCALE
RAIN GARD£N/BlORENllQN BASIN NOTES
1.) DO NOT DISCHARGE SEDIMENT-lADEN WATERS FROM CONSTRUCTION
ACTIVITIES (RUNOFF, WATER FROM EXCAVATIONS, ETC.) TO THE RAIN
Go'.RDEN/BIORETENTION BASIN AREAS DURING ANY SlJoGE OF
CONSTRUCTION.
2.) DO NOT TRAFRC EXPOSED SOIL SURFACE WITH H£4VY CONSTRUCTION
EQUIPMENT. PERFORM EXCAVATIONS WITH LIGHT EARTH_MOVING
C'QUlPMCNT POSiTlONCO OUrs/D£, n-tt: l/M/~ OF me INF1LTRA770N
COMPONE:NTS OF THE: SYSTE:M IF FEASiBLE.
3.) IF RAIN GARD£N/BIORE:NTION BASIN AREAS ARE: EXPOSE:D DURING
CONSTRUCTION AND DO RE:CEI~ SEDIME:NT DEPOSITS. BASIN BOTTOMS
MUST BE O~R EXCAVATED 8-8" INTO NATIVE MATERIAL TO
R£MOVE SEDIME:NT DEPOSITS.
4.) ALL DRAINAGE AR£oIS TO A RAIN GARDEN/BIORETENTION FACILITY
ARE TO BE SlJoBILlZE:D PRIOR TO INS7AL1.ATIDN OF AMENDE:D SOILS,
MULCH OR PlANTINGS.
5.) AMENDE:D SOIL WILL ONLY BE PE:RMITTED WITH A VALID SOIL
ANAL YSIS REPORT.
6.) FOR BIORETE:NTlON BASIN, WRAP PERFVRAT£D UNDERDRAIN WITH
FILTER FABRIC PRIOR TO BACKFILLING.
7.) UNDERDRAIN PIPE: SHOULD HA~ 3/8" PERFORATIONS SPACE:D AT
8" CENTERS, MIN. 4 HOLES PER ROW, MAXIMUM SPACING OF
UNDERDRAIN PIPE IS 10 FEIT ON CENTER.
8.) FlLT£R MEDIA FOR RAIN GARDE:NS AND BlOR£TENTION BASINS
SHALL BE: AS FOLLOWS:
20-30X MODE:RATELY FINE: SHRWO BARK OR WOOD FlBE:R
MULCH WITH <5% FINES PASSING NO. 200 SIEVE
70-BO% COURSE LOAMY SAND ME£TING THE FOLLOWING
GRA&! TlON:
SIEVE NO.
10
20
60
200
PERCENT BY WEIGHT PASSiNG
S7:4NDARD SIEVE INDICA TE:D
85-/00
70-/00
15-40
8-15
02321, LATEST EDITION.
UNLESS OTHERWISE SPECIFIED BY THE ENGINEER,
MINIMUM BEDDING THICKNESS SHALL BE 4" (IDOmm)
fOR 4"-24" (700-600mm) AND 42"-48"(7D5D-12DDmm)
CORRUGATED POLYETHYLENE PIPE (CPEP); 6" (750mm)
FOR 30"-36" (750·900mm) CPEP.
GROUND :;:'RFAct
3. HAUNCHING AND INiTIAL BACKFILL: SUITABLE MATERIAL
SHALL BE CLASS r, II OR III AND INSTALLED AS
REQUIRta IN ASTM 02321, LATEST EDITION.
PERFORA TED DRAIN.
S£E elORETENTlON
DETAIL ---\
1.5'
NON-WOVEN GE:OT£XllLE:
18" TO 24" TAPERE:D
SEC770N. REINFORCED
CONCRE:TE CONCENTRIC UNIT
FA8RIC AROUND UNDERDRAIN
STONE BED (TOP. BOTTOM &:
SIDES) 6" LA YER COMPACTED
CA TCH 8ASiN fRAME
/"'-AND GRA T£ PE:R CITY
OR TOWN STANDARDS
/ C£ME:NT GROUT
eRICK AS R£QUIRE:D
~ 24":1:1" --J
SQUARE: OPNG. ~--5" MINIMUM
I/" IlLL oJQ!.Nm f/ TO BE SEALED
48":1:" DIA.
6" MIN.
6"
-~---
5' MIN.
INLET
~ BUTYL ALL JOINTS
.---MIN. a 12 So. IN. STEEL
PER ~RllCAL FOOT PLACED
ACCORDING TV AASHTO
DESICNAllON M199
PROVIDE V' OPENINGS
OUTSIDE OF PIPE
+2" CLEARANCE:
~.----H~~±---
3/4" CRUSHED STONEr-_,
3 OUTLET CONTROL STRUCTURE 1 DETAIL
NO SCALE
UNDISTURBED ~
EARTH "
HOPE PI!
-if--+ --II--+--+
FOUNDA1" ....
4. UNLESS OTHERWISE SPECIFIED BY THE ENGINEER.
MINIMUM TRE:NCH WIDTHS SHALL BE AS FOLLOWS.
FINAL BACKFILL
INITIAL BA CKFILL.
6"-12" (150-300mm)
ABOVE TOP OF PIPE.
NOMINAL ¢ MIN. RECOMMENDED
in (mm) .I/?ENCH WIDTH. in (mm)
4 (100) 2/ (530)
6 (150) 23 (580)
8 (200 25 (630)
10 (250) 28 (7/0)
12 (JOO) 31 (790)
15 (375) 34 (860)
18 (450) 39 (990)
24 (600) 48 (/220)
HAUNCHING. TO 30 (750) 66 (1680)
SPRINGLiNE OF PIPE 36 (900) 78 (7980)
[j[[j[jiiJG MA T[/?i)'L 42 (i858) §J (2ii8)
48 (/200) 89 (2260)
60 (/500) 102 (2590)
5. MINIMUM COVER .. MINIMUM RECOMMENDED DEPTHS OF
COVEli' FOR VARIOUS LIVE LOADING CONDITIONS ARE
TYPICAL HOPE TRENCH CROSS-SEC1]QN SUMMARIZED IN THE FOLLe <IVG TABLE. UNLESS
OTHERWISE NOTta, ALL D!IviLNSIONS ARE TAKEN FROM
THE TOP OF PIPE TO THE GROUND SURFACE.
SURFACE LIVE
lOADING CONDITION
H25 (FLEXIBLE PAVEMENT)
H25 (RIGID PAVEMENT)
E80 RAILWAY
H£4W CONSTRUCTION
.MINIMUM R[COMMENDED
COVER in (mm)
12 (300)
12 (300)
24 (610)
48 (1220)
'TOP OF PIPE TO BOTTOM OF BITUMINOUS PAVEMENT SECTION
HDPE TRENCH INSTALLATION DETAIL
NO SCALE
BASIN PIANTlNC NOTES
1.) RAIN GARDEN AND BIORETENTION BASIN PlANTING AND PLANTING DENSf7Y ARE
TYPICAL BASIN DENSITY INDICATED IN THIS DETAIL SHALL BE REPLICATED IN
ALL RAIN GARDENS/RETENTION BASINS. CONTRACTOR SHALL VERIFY PlANT
QUANTITY AND LOCA TlDN WITH lANDSCAPE ARCHITECT PRIOR TV INSTALIA TION.
2.) ALL TRE:ES SHALL BE SPOTTE:D ON-SITE BY lANDSCAPE: ARCHITE:CT.
3.) SEE DETAILS ON THIS SHEET AND C-4 FOR BASIN CONSTRUCTION AND NOTES.
4.) PlANTING lAYOUT IS DIAGRAMMATIC. NO PlANTING SHALL INTERFERE: WITH DRAIN
PIPING OR STRUCTURE:.
5.) SOD SHALL BE PLANTE:D ALONG INTERIOR BASIN WALLS FROM THE: TVP OF BASIN
DOWN TV 6" ABO~ BOTTOM OF BASIN PONDING E:LEVATIDN. SEE DETAIL THIS SHEET.
6.) BOTTOM OF BASIN TO BE SE:E:DE:D WITH NEW ENGlAND E:ROSION CONTROL/
RESTORATION FOR WET SITES MIX BY NEW E:NGIAND WElZAND PlANTS, INC. OR
APPRO~O EQUAL.
PlANT LIST
K£Y OrY. BOlJoNICAL NAME: COMMON NAME: SIZE
MP T.B.D. MYRICA PENNSYLVANICA NORTHERN BA YBERRY 24-30" PSD
JC T.B.D. JUNIPERUS COMMUNIS 'COMPRESSA' COMMON JUNIPER IB"-24 "
AG T.B.D. . ANDROPOGON GERARDI! BLUE:JOINT 1 GAL./1lr O. C:
PV T.8.D. PANICUM VIRGA TUM SWITCH GRASS 1 GIlL.
SS T.8.D. SCHIZACHRT1UM SCOPARIUM LITTLE BLUESTEM 1 GAL.
CA r.8.D. CLETHRA ALNIFOLIA SUMMERSWEET CLETHRA 1 GIlL.
EXTENr OF SOD PLANTING
JC-C4-2
AG SS-3 TOP OF BASIN BANK
CA-1 AlP-1
JC-1
PV-2~-
---SS-3
PV-I-~. eOmJM OF
BASIN BANK v
..... v ..... '" v
PONDING LlMITS----_-t-L--.J
CA-2
CA-2-____ ~
JC-l·······~--
SS-4
CA-2
JC-I PV-2
~ RAIN GARDEN 1 PLANTING DETAIL
CJNO SCALE
• '"
• '" ,I
•
•
I I
/
PLAN
8'-0"
• '" ,I
'" '" / FINISHED GRADE
• '" ,I
--'--_""L-__ ~
/\..~0
NOTE: ALL "AlBER TO BE PRESSURE-TREATED
S£LE:CT PINE: GRADE: "8" OR BE:TTER
ALL HARDWARE: TO BE: GAL VANIZED
FRONT
ELEVATION
8" '"--Bt,. 4" X to" TIMBER
• •
• •
8"
12" X 5/8" DIA. CAL V.
'---CARRIAGE BOLT, WASHER &: NUT
COUNTERSUNK 1/2" MAX. (TrP.)
NO TE: ALL 11MBE:R DIMENSIONS ARE
TO BE "ACTURAL' DIMENSIONS
.s/12£.
ELE:VAllON
4"
'---~SET POST IN WELL
TAPED GRA VEL BACKFILL
AROUND POST ON
4 SIDES
5 WOOD GUARDRAIL DETAIL
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
TDR Properties LLC
204 Suffield Street
Agawam. MA 01001
ISSUANCE DATE,
1 13
REVISIONS,
.4..: Rvsd. Per' Comt'lent:;
DATE,
1112011 J
IINAUTHORI7.ED AI.TIRATION OF
THIS DOCUMENT IS A VIOI.ATION
or MASSACHUSETTS STATE LA W
SCALE: AS SHOWN
RLA PROJ. NUMBER: 130324
DRAWINGH· "
.
D-l~'
----------------------------------------------------------------------------------------------------------------------------------------------~~==========~
.5
9"
2"R
a
1-1/2"
6 "--,-_2_' 0_ 'fLt-::L12i:==----~L
PAI.£M£NT
BASE
CROSS SECllON
,---' --,I BITUMINOUS CONCRETE LIP CURB
NO SCAlE
AS INDICA TED
PLAN
1 1/2" TrPE-1 ASPHALT CONCRETE TOP COURSE
··1 1/2" TY?E-l ASPHALT CONCRETe BINDER COllRSE
12" PROCESSED GRAVEL (COMPACTED TO 95~
BITUMINOUS PAVEMENT DETAIL
NO SCALE
,-1 1/2" BITUMINOUS CONCR£7£ TOP COURSE
. 3 1/2" BITUMINOUS CONCRETE BINDER COURSE
PERMANENT -----_.
TeMPORliRY
SAWCUT
EXISTING
PAVEM£ NT",
J4CK HAMMER OR SAWCUT
£[)GE FOR TEMP. PAVEMENT I/~ PA
WCUT
7STlNG
VEMENT
8
.
I I
12~P;OC£SS£D Gt11-fl. BAS£ COURst'
.. COMPACTED IN 0-LIFTS '
-~
(FLOWABLE FILL ~FlJLL DEPT'tJ. MAY B£
. ' REQlJ B fPW SUP . .
v//.(§/ 72" MIN.
OR LIMITS OF
DISPLACED
PAVEMENT
COMPACTED IN 12" LIFTS
NOTES:
I. TEMPORIIRY PAVEMENT OVER TRENCHES IN STREET TO REMAIN
FOR A MINIMUM OF 60 OAYS. TEMPOR4RY PAI.£MENT 3" BINDER
COURSE IN ONE LIFT -COLD PATCH KNOWN AS "OPR" MAW£" USED
!!'f-IfN TYPf I-! I~ YlYtll'il/Wlf.
2. REMOVE TEMPORARY PAVEMENT AND REPLACE WITH PERMANENT
PAVEMENT
J. PAI£MENT 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.
S. £[)GE OF EXISTING PAVEMENT SHALL BE TREATED WITH A TACK
COAT PRIOR TV PLACEMENT OF THE PERMANENT PATCH.
o. EXCEPT AS OTHERWISE DIRECTeD BY THE D.P.W. SUPT., TH£ EDGE
OF PAVEMENT ADJACENT TO PATCH SHALL BE HEATED WITH
INFRARED EQUIPMENT TO SEAL THE JOINTS.
PERMANENT PAVEMENT REPLACEMENT PLAN (H-3)
NO SCALE
PARKING SIGN FOR~ HANDICAPP£!)
HANlJICAPPED ACCESS AISLE
2
8'
8' II1TH VAN
HANDICAP STALLS
NOTES:
1. ALL DIMENSIONS TO CENTER OF"" PAVEMENT STRIPING.
2. ALL SlRlPING SHALL BE 4" SOlID WHITE PA IlEMENT MARKING
PAINT lINLESS OTHERIlfSE NOTED.
3. CONTRACTOR TO ENSlIRE HANDICAP ACCESSIBLE PARKING SPACE SHALL HA 1.£
A SLOPE OF 23 OR LESS IN ALL DIRECllONS.
HANDICAP PARKING STALL
NO SCALE
HMA TOP COURSE
HMA BINDER
4 " GRII VE7 RASE
8-GRAk ~UBBASE
NOTES:
PROCEDURE DESCRIB£[) HEREIN IS APPLICABLE ONLY IF
CURb ,_ TO BE SET AFTER BASE AND/OR BINDE:R
COURSE ARE IN PLACE. OTHERWISE CEMENT CONCR£7£
WILL BE ELIMINATED AND G~V£L WILL BE BROUGHT UP
TO THE BOTTOM OF THE BASE COURSE. . FOR
DESCRIPTION, MAT£RIALS AND CONSTRUCllON METHDDS,
SEE SPECIFlCA7JON5.
1. CUT NEAT LlN£ ,,-,'""ROM CURB LlN£ AND R£MOVE BINDER, BASE
AND STONE AN· . PLACE WITH CEMENT CONCRETE.
2. ACCEPTABLE C£MtNT CONCR£7£ IS ANY CLASS UNDER SECTION
M4 OF THE 1988 MHO STi4NOARD SPECIFICATIONS,-ALL TEST
,
'" ,I
~
REFLECTORIZED (ENG. GRADE)
MlITE TeXT AND SYMBOL ON
BLUE BACKGROllND (TrP)
MIEN REQlIlRED
.---ALUMINlIM SIGN (TYP)
i----D.P. III. BREAKAWA Y POST
PERMANENTL Y INSTALLED
INTO FINISHED GROUND
GROUND SURFACE
c;;11 ~ l;:;;jli;;;
I!If2.If::.. .
MAXIMUM MOUNTING DISTANCE FROM HEAD OF STALL IS 10:
HANDICAPPED
PARKING
PLEASE S£F: MGL C.40&21-22A, AAB 521 CMR 23.00. AGAWAM CODE &169-28
.] ACCESSIBLE PARKING SIGN (A-I)
NO SCALE
REQUIREMENTS h WAIVED. HMA IS NOT AN ACCEPTABLE SUBS!TUTE.
3. WHEN SET O~,
REQUIRED RIlL.
!, THE CURBING SHALL BE CUT WITH THE
)F CURVATURE.
[~]V~:TICAL GRANITE CURB
~NOSCALE
PLANT A T THE SAME DEPTH
AS PREVIOUSL Y GROIW.
~-3" PINE BARK MULCH
UN77£ AND ROLL BACK BURLAP
FROM 1/3 OF ROOT BALL (MIN):
IF SYNTHE71C WRAP IS UsED,
REMOV£ COMPLET£L Y.
SLOPE TO FORM SAUCER. ~L~2i~~~~~~2z~~~PLANTBACKFILL MIXTlIRE.
VARIES
SCARIFY EXIS77NG SOIL &-BLEND
IIfTH PLANTING MIX 1: 1
AND COMPACT.
--.----EXISTING SUBGRADE
12"
MIN. NOl£:
ALL SHRUBS SHALL
BE 2' MIN. HEIGHT
SHRUB PLANTING
NO SCALE
BLACK REINFORCED RUBBER
HOSE (ABOI£ FIRST BRANCH)
THREE STRANDS OF #10 GAUGE
TWISTED GAL VAN/Z£[) STEEL WIRE
GAL VAN/ZED E'tF AND TlIRNBUCKLE
2"X2" UNPAINTED CEDAR STAKE
(3 STAKES PER TRE£) TIGHTEN
AS SHOWN.
"U----H---,'---TREE WRAPPING PAPER TO
SECOND BRANCH.
TRE£ SHALL B£ SET A T OR I"
ABOVE THE ESTABLISHED
FINISHED GRAD£.
.]0 PIN£ BARK MULCH
SLOPE TO FORM SAUCER.
UNllE AND ROLL BACK BURLAP
FROM 1/,] OF ROOT BALL (MIN); ~L~z!f/2c~a.1.;;tJ2Z:~m~~,,=-IF S'tNTHE71C WRAP IS USED, ~ REMOVE COMPLETEL Y.
10
1+------PLANT BACKFILL MIXTURE.
'~~--SCARIFY EXISTING SOIL & BLEND ""''"'"-\jf-;--_ WITH PLAN77NG MIX I: 1 & COMPACT
, EXlSllNG SUBGRAD£
I TREE PLANTING
J
MIN. SLOPE
1/4~· 1'-0" ---j 1/4"
3/8" HAND TROWELED EXPANSION JOINT
W/ COMPRESSIBLE FILLER & SEALANT
--SCORE JOINT, ,. DEEP
SPACE AS INDICA TED ON PLANS
~NON DIR£C770NAL
SDFT BRISTLE BROOM FINISH
CONCRETE
6x6 W2.9xW2.9 WWF,
2" CLEAR FROM BOTTOM
2" PROCESSED GRA I,fl
6" COMPACTED GRA I.£L BASE
4 CONCRETE SIDEWALK DETAIL
NO SCALE
4-CEMENT CONCRETE
0" VARIE.S' (SO IN vEHICULAR AREAS) r+------~="----_t-____;:!_-w. III. MESH
CHAMFER--, TOOLED JOINT
0" REVEAL, \\1. I~~r--
PAVEMENT 'qT~
12"
NOTeS:
1. PROVIDE EXPANSION JOINTS
A T MIN. 30 FT. O. C. WI71-t PRE-
MOULD£D JOINT FlLL£R.
2. PROVIDE CONTROL
JOINTS AT 6' O.c.
3. PROVIDE BROOM FINISH IN
DIRECTION PERPENDICULAR
TO CURB.
4. CEMENT CONCRETE SHALL BE
4,000 PSJ-T>'PE /I
COMPACTED
SUBGRADE
SECllON
CONCR£7£
SIDEWALK ----~
1/2~ PRE FORMED
EXPANSION; JOINT -------'"
BLDG. FA CE OR
FIXED OB~CT------~
JOINT DETAIL
EXPANSION
JOINT SEALANT
(AT FIXED
LOCATIONS)
7 MONOLITHIC CONCRETE CURB & SIDEWALK
NO SCALE
PROVIDE BASE COVER
AS FURNISHED BY
POLE MFG. ----,
COMPACTED OR
UNDISTlIR8ED
SUBGRADE
1-------LIGHT POLE
SECTION
#J 71ES @ 12" o.C.
VFRTiCAL~EQ. SPACED ~ f7NI!>H GRADE
DONDUIT
GROUND ROD CONNECT
TO INSIDE METAL POlE
BOI T LA YOUT
& MOUNTING
PROCEDURE AS
PER MFG. SPECS __ -'
11 LIGHT POLE INSTALLATION DETAIL
NO SCALE
PERMITTING
R LEVESQUE ASSOCIA'mS, INC
Land Surveying, Site Design,
Landscape Architecture, Planning
Environmental Pt~rmitting
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA 01086
rlaland.com
TDR Properties LLC
204 Sullield Street
Agawam, MA 01001
ISSUANCE DAn:,
13
IlATE,
A: Rvsd. Per Eng Comments 11120J] 3
lJ"AlnHOj{I~ED ALTIRATION OF
THIS DOCUMENT IS A VIOLATiON
OF MASSACHUSETTS STATI IA W --_._-_._--
SCALE: AS SHOWN
DRo\WING NAME,
RLA PROJ. NUMBER: 130324
DRAWINGH· . -..
TRENCH 'MD TH
PIPE DIA. f · 2. 0'
U TILITY WA RNING TAPE MAI(KED 'WATER "
~A---PRHfOUSL Y EXCA VA lED MA TER/AL
8 " MAXIMUM STONE DIAMETER
SAND (MHO 1.04.0 (TYPE C!) OR
GRA fE'L B ORROW (MHD M I. 03.0 TYPE b)
," ',"
;I" .
~ ",.", . ," ..
', .. ", ."
'" .
. " . "."' . WATER PIPE
4" SAND (MHO 1.04.0 TYPE 0) OR Lc.~'-;~~;;;;"~/----'1 CRA VEL BORROW (MHO MI.03.0 TYPE b)
NOTES'
I. COMPACT ALL BACKFILL MA TERIAL WITH WBRA TORY
PLA TE EaUiPMENT (MINIMUM TWO PASSES) TO A MINIMUM
DENSIT,( OF 95 PERCENT OF THE STANDARD PROCTOR
DENSITY AS DETERMINED BY ASTM 0698.
2. PLACE BACKFILL MATERIALS IN MAXIMUM ONE FOOT
LJ.~T~
J. ALL WA TER LINES SHALL BE SET A MINIMUM OF 5 FEET
BELOW FINISH GRADE UNLESS OTHERWISE NOTED.
I TYPICAL WATERMAIN TRENCH SECTION
NO SCALE
----~__,_-rrrTTTTTTTTTT~,_.~ .. -.. -,-,-~~--I
I I I I I I' .'
. '. ", , .. ; . I I I I I I.' ' ..
NA TlVE BACKFILL J
IMPERil/OUS MA TERIAL'
4'-0" TRENCH PLAN
flPEJQ ··t~~7Z ·.· ....... .
", -.'
. ,", .
NA TIVE BA CKFILL
BA CKFILL
TO
SUBCRA DE
NA TlVE BALKrILL -~
IMPERVIOUS MA TERIAL
TRENCH PROFILE SECTION
'IMPERVIOUS MATERIALS SHALL HAVE A
COEFFICIENT OF PERMEABILITY NOT TO
EXCEED IxlOA-5 CM/SEC
5 I IMPERVIOUS TRENCH DAM DETAIL (D-6)
NO SCALE
L-'~
CONCRE7F: COLLAR
PLACE AROUND VAL~
BOX PRIOR TO FINISH
PAVING. 5£E CONe.
COLLAR DETAILS
I6IL~ BOX
6" VALVE
JJ[eIlANIOO J{}!Nf
.MllI:WHEN HYDRANT IS ON
MECALUG
MoJ. HYDRANT T££
• • ~~
ASPHALT
CURB
ASPHALT PAVeMENT
SEE DETAIL
PLACE 1/2" C.Y.
'" MIN. WASHED OR ~ DRf)KfN sTONE
• AROUND HYDRANT ,? DRAlN-__.. ...
MECALUG
6 " 0.1. NIPPLE
PE x PE
HYDRANT
SEE SPEC
THE END OF THE UNE
PROPER THRUST RESTRAINT
IS REQUIRED AND IS TO
MoJo SHOE W RETAINER CLANDS
8E SPECIRED BY THE
DESIGN ENGINEER AND
THE PROPER RESTRAINT
DISTJ.NCE SHOWN ON THE
PLANS
7 I FIRE HYDRANT DETAIL (W-1)
FlNlSHEO GRADE
,
C> J
Ii)
WA TER MAIN
CONe. BLOCK
o
t--0
!== ~. J .~-
-------r '
~ I ~
b" 'C { ~ E J '" /
rb ~. (
I . /
~ I -h
-'---OC bJ.l
2
NOMINAL
PIPF <:!7F
4"
6 "
8-
70-
MEGALUG SERIES 1700 TABLE (*)
A B C 0
SERIES Pfit I () ~A-:;I BELL r:/~ASINC THRUST ROD
w. 'FARANr:F /()" '''ITY-SI7FJ
W/NUTS OFr)
1704 4.80 6 .60 q .qn d_l-/dyfr
1706 6.90 8.60 12 00 8-3/4x13
1708 9. OS 10.90 14.15 6 -J/4xIJ
7710 1!.T0 13.10 16.20 8-J/4xI8
• SEE MANUFACTURER FOR ADDITIONAL SPEC/FICA TlONS.
NOTE:
THE PROPOSED WA TER MA IN IS TO UTILIZE A RESTRAINED
JOINT SYSTEM OF THRUST RESTRAINT SUCH AS MEGALUC
(OR DPW APPROVED EOUAL)
SERIES 1700 MEGALUG RESTRAINT HARNE SS
NO SCALE
WA TER MAIN
CORP. STOP
I. 2'-0'
SERVICE LINE
FINISHED CRADE
5" MIN.
CURB BOX
MAIN
SIDE
'--COI'?P(IRATION STOP
WATER MAIN SECTION
.tYPICAL WATER SERVICE CONNECTION
NO SCALE
"NEENAH" R-750B SERIES
FLOOR BOX FRAME AND LID,
OR EQUAL W/SS. CAP SCREW
LID CLOSURE-~
CLASS 'il" CONCRETE
BIT. CONC. PAVEMEN T ~ ~
AS SPECIFIED ~ ~
NOTE:
THE PROPOSED WA TER MAIN IS TO UTILIZE A RES TRAINED
JOINT SYSltM OF THRUST RESTRAINT SUCH AS MEGALUC
(OR DPW APPROVED EOVAL).
PIPE RESTRAIN[ SCHE:.DI!.[ FOR
CROUND BURIED PR(;.sSURE PIPES
DESIGN FORCE
LENGTH OF RESTRAINT REQD (FEET) ON RErJR'jrJ;
~N
PIPE
8" O/om.
REQO KIPS
9d' DEAD 8 "-4" 8"-6"
1114 22J; 450 BEND TEE END REDUCER REDUCER 45· TEE
2 4 8 19 32 39 28 16 II 48
(f) ALL CA TE VAL VES MUST BE RESTAINED.
a:> THIS TABLE IS BASED ON A TEST PNESSURE OF 200 PSI (OPERA TlNC
PRESSURE + WATER HAMMER). FOR OTHER TEST PRESSURES, ALL
VAL.UES TO BE INCREASED OR DECREASED PROPORTIONALL Y
CD IN EACH DIRECTION FROM POINT OF DEFLECTION EXCEPT FOR TEE
A T WHICH ONL Y THE BRANCH IN THE DIRECTION OF THE TEE STEM.
@ IF TIE RODS ARE USED, USE 4 RODS MINIMUM AND ADD Itt TO BAR
DIA AS CORROSION ALLOWANCE:
e THE TABLE IS BASED ON THE PIPE LA YlNG CONDITIONS OF TYPE 4
TRENCH. BURED DEPTH OF 5 ' OR MORE AND SOIL TYPE "GM':
lIMIT!,; nF TR£NCJ..J
EXCAVATION
EXISTING UTILITY
VARIES --!
NEW PIPE
L:lIl~m=1:---sEE TYPICAL TRENCH SECTION
TillS Sf/EET SCREENED G"RA VEL FROM
UNDISTURBED EARTH TO A
MID-DIAME TER OF EXISTING TYPiCA L SECTION
U TILI T,( --'-'-"
3 SERIES 1100 MEGALUG RESTRAINT HARNESS
NO SCALE
ADJlJSTABLE
SERVICE BOX
CURB S TOP
HOUSE
SIDE
CONNECT TO EXISTING
SERVICE. SUPPL Y
FlTTlNCS AS REOUIRED
24 " SQUARE
13"
11 I '2"
1/1
6
GRASS
EXISTINC UTILITY
UNDISTURBED
MATERIAL
NEW PIPE
SECTION "A -A"
L 4.J _UTILITY CROSSING DE_TA_IL __ _ l-=: J NO SCALE
MiERE APPLICABLE \
-r
PVC PLUG ~ MAIN SEWER
P VC BUILDING SEW~
....------
( LONG SWEEP 45' BEND
1 L PROPER TY LINE
//FT UP TO 10' I FROM HOUSE: I
1
-~ ,,/FT INSIDE 10
FT
EXIST GRADE
LOCA TlON STA KE
"PER FOOT
4' MIN. CO VER
LESS TflAN MIN. MUST BE
AWlffOIffD Dr
CITY ENGINEER
/ 45 '
--
ALTERNATE
TEE WYT
\
\
\
LONG SWEEP 45 ' BEND
\
\
\
\
\
\
I
\
I ~ CONCRETE COLLAR
IN NON-PA VED
AREAS ONLY
ADJUSTABLE
VALVE BOX
GATE VALVE
(MJ x MJ)
r=9'~~.~ .. , 12"
CLEAN OUT W/ :f f!.-I--'l,-,<O:...,"1-t1 .,' .' ~ T
SCREW IN PLUCS
(/' l
PVC '-
../
----
--
45' WYT J
PVC MAIN SEWER
/
/
/
/ NOTE:
I. ALL VAL VE BOXES LOCA TED IN
NON PA VED AREAS SHALL BE
ENCASED IN MIN. 0" THICK CONC.
6" All AROUND.
2. SET VAL VE B OX FLUSH IN PA VED
AREAS.
VARIES SWEEP
-1---:;:0--NOTE: 4 ",; P VC SEVvER PIPE
AND FITTINGS TO BE ASTM
D -JDJ3 OF 0 -J 0 34
SDR-35
P VC BUILDING SEWER "-..
SECTION ~
NOTES:
1. BUILDING SEWERS SHALL BE o"f?j EXCEPT AS
DIRECTED BY THE ENGINEER
2. LOCA TlON AND DEPTHS OF BUILDING SEWERS TO
BE DETERMINED IN THE FIELD BY THE ENCINEER
NO SCALE
10 TYPICAL BUILDING SEWER CONNECTION DETAIL (S-4)
NO SCALE
CLEANOUT REOUIRED EVERY tOO ' OF LA TERAL (SANITARY)
8]TYPICALBURIEDVALVE
9
NO SCALE
TYPICAL SANITARY CLEANOUT DETAIL PERMITTING
RLEVESQUE ASSOCIATES, INC
Land Survey ing, Site Design, .
Landscape Arch_itecture, Planning
Environmental Permitting
ph: 413.568.0985 fax: 413.568.0986
40 School Street · P.O. Box 640
Westfield, MA IlI 086
rla land_com
)--------.. ---' --.-i
PR EPARRO "'OR;
1
. --... _ ... _-_ .. _----j
TDR Properti es LLC
204 SutIield Street
Agawam, MA 0 I 00 I
UNAUT HORIZED AI. n :RA TlON OF
THIS DOCUMENT IS A VIOLA n ON
OF MASSACHUSETTS STATE LA W
SCALE, AS SHOWN
DRAW ING NAME,
RLA PROJ. '1LMBER, l:l032 4
DRAWING#
..
"
RAiSED DIAMOND
SURFACE O£SIGN
CO~R TO READ "SEWER"
IN J" HIGH L£.T7£RS
J2"
Ii
~-------~JO~"--~~--~~~3.~V4"r"
40"
SECTION A -A
30" MANHOLE FRAME
TYPE rC '
NT.5.
202.7.1
FRAME TO BE EOLIAL (,oIs APPROVED BY THE
TOWN ENG/NEER) TO "LEBARON LC32B"
I
(2) PICK HOLB REQUIRElJ
FORCE MAIN TO EXTEND
THROUGH CAPPED SLEEVE
INro MANHOLE AT SLEEVE
INVERT.
PVC INLET
PVC SLEEVE
WEIR -SEE PROFILE BELOW
30 N MANHOLE COVER
N. r.5.
202.8.1
COI-f"R TO BE EQIJAI. TO "I.E84RON LJ2C19"
AS APPROVED BY THE TOWN ENGINEER
PVC OUTLET
SECTION B-B (PSMH 4 ONL >j
SLEEVED FORCE MAIN
SEE SECTION ABOVE
{,7C4!mY SEWER
INVERT ELEV.
FORCE MAIN
INV£RT ELEV.
FORCE MAIN TRANSITION {PSMH 4 ONL rJ
(PROFILE)
FORCE MAIN NQTES:
I, TOP OF WEIR ro BE' 1" HIGHER
THAN CROWN OF FORCE MAIN.
F====R.------------STANDARD MANHOLE FRAME AND COVER
SEE 202. 7. 1 AND 202. 8. 1
, TO lNaUDE ''seIlE'R': SEE DETAIL ./X/DX
\(---\--8" ~ ADJUST ro GRADE ItfTH NO LESS
THAN 0" AND NO MORE THAN 12"
.JO·
DIAMETER
OF CONCRETE BRICK MASDNRY.
FRAME TO BE SET IN A A.lLL
5" MIN. BED OF MORTAR.
~-----RA T SLAB rop FOR
SHALLOW MANHOLES
~--SEAL ALL JOINTS /14TH APPROVED
PR£FORMED 81T. JOINT RLLER
Lh±------MIN/MUM 0.12 SO. IN. OF STEEL
"-f-'----I rt-----------.f.h\ PER I€R71CAL FOOT, PLACED ACCORDING
-; TO ASTM SPECIRCA710N C 478
48".i: r DIA. B '-----SEE JOINT DETAILS BELOW
r--+-+------INI€RTED ARCH ItfTH HARD
aA Y BRICK LAID ON EDGE
~------SHEIF OF ST11I1t:71JRF m RF [~~~~~~~~:[~Oi"-----HEAOE'RSLAID RAT
L-A BRICK CHIPS OR CRUSHED STONE
AND MORTAR
•
-
'-
I ~II
1//2" MIN ~l
Lll I I
3" MINJ
5" MIN.
1" CLEAR
-.l
t 3" MIN.
1 1/2" M~ 'N
r aEAR
JOINT O£TAjLS
0,80 OF
PIPE DIA. KOR-"N"-S£A!
OR EOLIAL
SEC71QN A A
FILL IN VOID BET'IC£N SEAL AND BRICKS
(UP TO SPRING UNE)
• ~
f22--.i
-I Q 13/16" MIN.
gcnoN B B
MANHO/F STFP
ORDP FRONT lJESIGN
CAST IN WALL
OIA.
DX DIA.
CHANNEL DEPTH
~::;:;t.U; ill 1~II II~lT
< < COMPACTED GRANULAR
BACKRU AS APPROVED ?
" BY THE ENGINEER ~
INITIAL BACKFILL
vOvOvOv.<
' 0 0/\ ('
4 4 4 "'4 4" 4 4 ,~
'\ /\
SPRING liNE OF PIPE t--------
HAUNCHING ,/ (SEE NOTE 3)
BEDDING
(SEE NOTE 3) vV'v~ /' 'v
CRUSHED STONE FOUN[JI,17ON
NOTES:
~~ r -
:W1l
I@i# ,.
'tr&
5/E=" -r
0/2
0/2
6"
A3 OtfOCtft!;O t:J~'
THE ENGINEER
f. THE INSTALLATION OF PIPE SHALL CONFORM TO THE REQUIREMENTS
OF ASTM S7i4NOARD 0-2321.
2. THE EMB£IJMENT MATERIAL SHAlL BE 3/r CRUSHED STONE.
3. USE HANO OR MECHANICAL TiWPING TO COMPACT THE BEDDING AND HAUNCHING.
'" GEOTEXTILE TO BE USED WHERE AND AS DIRECTED BY ENGINEER.
3 SANITARY & STORM SEWER TRENCH SECTION (M-2)
NO SCALE -AGAWAM DETAIL M 2
STAINLESS STEEL
UPPER GUIDE BRACKET
, UNION
STAINLESS STEEL
EXTENSION HANDLES
Ij"BRONZ£
GATE VAL ~S
TOTAL WEIGHT OF FRAME & COVER = 551 LBS 2. SLOPE'S ON EITHER S/OE' or
WEIR TO BE SMOOTHl Y
TRANs/llONEIJ FROM TOP OF
WA 7EJ? TO INVERTS OR
ADJOINING INVER TEIJ ARCHES
AS APPLICABLE.
2 STANDARD SANITARY MANHOLE DETAIL (S-l)
BARNES ·c" 1-"HANN£L STAINLESS STEEL
RAIL S'rSTEMS mTfi ANTI-SIPHONING DIAPHRAGM
PIPING / FlmNGS
Ii," sm, 80 P VC
1 SANITARY SEWER FRAME & COVER (S-3)
NO SCALE ACAWAM O£TAIL 5-3
JUNCTION BOX NEMA 4X
FlBEHG'LASS FOR POWER
AND CONTROL CABLES
• p
b . ,
N
EL. NA "
STAINLESS STEEL EXTENSION HANDLES
STAINLESS STEEL
CABLE HOLDER
6'ROUT CONDUIT PIPE
AFTER INSTALLA TlON
'" ,
.•... '.' '" .. " .
EL "C"
, " . '
. ..
BARNES MODEL SGIIF20Z2L
GRINDER PUMP 230/1/60
STAINLESS STEL BARNES
·C .. CHANNEL RAIL S'rSTEM
' .
\ ';
SfAINLESS STEEL PIPING ASSEMBL Y
WITH REMOVABLE mTH PUMP CAST
IRON BALL CHECK VAL VE
12'-0"
13'·0"
TYPICAL SECTION
.... '
.. :.~. ',,:
' .
•
, .. . '
6"
SEWER PUMP CHAMBER DETAIL
NO SCALE
ALUMINIIM ACCESS COVER SINGLE LEAF SfZE
30' X 48" CLEAR OPENING WITH SAFETY
GRA 110 MEETING H-20 LOA DING
EL. '0"
• .'"
RISER 3 ' X 4' INS/DE
DIMENSYONS
m , ....
STAINLESS STEEL LIFTING CHAIN
1 ~"FLEXIBLE BOO T
__ !f,."PVC SCHEDULE ,
OISCHARGE PIPE
MECHANICAL FLOA T SWITCHES
STA INLESS STEEL FLOAT TREE STUD
NO SCALE
12'-0'
STAINLESS STEEL UPPER
SUPPORT BRACKET
BARNES MODEL SGVf2022L
GRINDER PUMPS 230/!/60
STAINLESS STEEL
CABLE HOLDER
I JUNCTION BOX NOlA 1X I F1BERGLASS FOR POVrFR
AND CONTfiDl IW?[§
I
I
I
L
b ,
N 2" PVC CONDUIT
-------
FL OAT POLE ASSEMBLY pvc mTli FOUR (4)
NON MERCURY M,ECHANICAL FL OA T SWI TCHES
, i
" Ii .. "
r I
I "I" , "'I
ALL ANCHORINC HARDWARE 304
SERIES STAINLESS STEEL TIP.
GRA TE MEETING H -20 LOADING
ALUMINUM ACCESS CO~R SINGLE £tAF SIZE
30" X 48" CLEAR OPENING WI TH SAFETY
• Q IE ,
Q
IE
b ,
1 f' DISCHARGE PIPING DETAIL
STA INLESS STEEL UPPER
FLOA T POLE BRACKET
MECHANICAL flOAT SWITCHES
AL . "
lAG PUMP, ON EL "L"
LEAD PUMP ON EL. "K"
PUMPS OFF EL. oJ"
INTERIOR FLOOR EL. 7"
PVC FLOA r POLE
STAiNlESS STEEL ROA T TREE STUD
b -, '"
-='J -t----__ L-J-"W
GENERAL NOTFS:
Fl QA [L£\£L gWNGS DETAIL
( NOT TO sr:AL£)
STAINLESS STEEL BARNES ·c • CHANNEL RAIL S YSTE'MS
1. CONCRETE COMPRESSIVE STRENGTH: 5,000 PSI ~ 28 DAI'S
2. METHOO OF MANUFACTURE': IlE'T CAST.
J. S7££L REINFORCEMENT SHALL CONFORM TO THE LATEST AS7M A-615, GRADE' 00,
4. ALL CONCRETE JOINTS SHALL BE SEALED ItfTH 1" BUTYl. RUBBER.
5. EXTERIOR OF STRUCTURE SHALL BE COA TED ItfTH lJIO COA TS OF SA Y OIL.
"EBONY'.
O. INTERIOR OF STRUCTURE SHALL BE NA TURAL CONCRETE RNISH.
WEIGHT CHART
P.=-='R=-=o:c:o.,-,uc-:ci "-----------
2,000 GALLON PUMP CHAMBER
"
R LEVESQUE ASSOCIAT ES, INC
Land Surveying, Site Design,
Landscape Architecture~ Planniug
Environmental PermiUing
ph: 413 .568.0985 fax: 413.568.0986
40 School Street,' P.o, Box 640
Westfield, MA 01086
rlalalld.com
TDR Properties LLC
--". ----
204 Suftte ld Street
Agawam, MA 0100 I
----.. ----"'------1
. Rvsd. St!wer MH DI I. 01119114
: Rvsd. Sewer MH Ot\.
IINAUTIIOHIZEIl ALTt:RATION OF
THiS DOCUMENT IS A VIOl.ATlON
OF MASSACIIUSETTS STATE I.AW
SCALE, AS SHOWN
DRAW¥lI~NGGNAMffi~------~
RLA PROJ . Nl JMUER: 130324
DRAWING# '
0-5 ;'
6" TOPSOIL
.'
6"
PONDING
DEPTH
OUTLET STRUCTURE
~--I~~~~cm~1TH NEW ENGLAND ~ CONTROL/RESTORATION
SITES MIX BY NEW
It:fVliUlJ'VLJ WETLAND PLANTS, INC.
APPROVED EQUIVALENT
AL TER FABf?lC ALONG
EDGE OF EXCAVATION
AND AROUND STONE
. ,
IIIIIIIII ~~~~~~ ~r---~IENGI'''E£RED MEDIA {2' MIN. DEPTH} ,~~~~~ -407. SAND (,«~ :« -20-30K TOPSOIL
Y?7;'0'iS1: -30-40% COMPOST
~.
12" DIA. HOPE UNDERDRAIN
DRAIN OVERFLOW OUTLET
6" DIA. P£RI': UND£RORAIN
PI'!:' OR HDPE: WITH SMOOTH
INNE:R WALL. WRAPPED IN
FILTER FABRIC
SECTION A-A I
SDD (REQUIRED FOR --r----71~cf-:--cYARST PLANT7NG YEAR)
6" DIAMETER PERF.
UNDE:RORAIN
SPACED 8' APART
{SEE SHEET C-4
FOR LAYDUT
EXTENTS}
I .
I ~ty",,;> I , ,J./='
I , .
I. I '. r ---,-~
I I ~. ,
A \ I .
\
I RAIN GARDEN 2 BASIN DETAIL
PERFORA T£D DRAIN,
SEE BIORETENllON
DETAIL
NO SCALE
18" TO 24" TAPE:REO
SEC770N, REINFORCED
CONCRETE CONCENTRIC UNIT
,-,' ' '~:.f.;. , .. '-. ' '-;';'" >:
-;. ," ,: -.~, .. " -,
'. ,.' .. , ....... , .
.. . ':~ ',' ....... ,-"'
::~,.V' .. "'_: ,.
.,
NON-HOVEN GEOTEX77LE
FABRIC ARDUND UNDERDRAIN
STONE BED (TOP, BOTTOM &-
SIDES) 6" LA Y£R COMPACTED
f-<-.L-J:~-~-"'----+LL..-"I
8 I::=-24":t1"
SQUARE OPNe.
/ / ALL JDlNTS
~ TO BE SEAL£O
1-----48":i:· DIA.
6' MIN.
5" MIN.
.:'
1'0 #57
WASHED STONE
LAYER (SEE
PLAN FOR
EXTENT)
SEED WITH NEW ENGLAND
EROSION CONTROL/RESTORATION
FOR DRY SITES MIX BY NEW
ENGLAND WEll.AND PLANTS, INC.
OR APPROVEO EQUIVALENT
(SEED TO LIMITS 'OF PONDINO)
~O-:O\--_ OUTLET STRUCTURE
l
CATCH BASIN FRAME
~-AND GRA TE PER CITY
OR TOWN STANOARDS
CEMENT CROUT
BRICK AS REQUIRED
__ -~ 5" MINIMUM
BUTYL ALL JOINTS
A'
___ -MIN. 0.12 SQ. IN. STEEL
PER VERllCAL FOOT PLACED
ACCORDING TO AASHTO
DESIGNAllON M199
OUTSIDE OF PIPE
+2" ClEARANCE
PROVIDE: "V' OPE:NINGS
3/4" CRUSHED STONE,,---_--,
OUTLET CONTROL STRUCTURE "2" DETAIL 3
NO SCALE
RAIN GARDEN/B/ORENTION BASIN NOTES
I.) DO NOT DISCHARGE SEDIMENT-LADEN WATERS FROM CONSTRUCTION
ACTlV!7lES (RUNOFF. WATER FROM EXCAVATIONS. ETC.) TO THE RAIN
CARDEN/BIOR£T£NTlON BASIN AREAS DURING ANY STAGE OF
CONSTRUCT70N.
2.} DO NOT TRAfflC EXPOSED SOIL SURfACE WITH HEAVY CONSTRUCTION
EQUIPMENT. PERFORM EXCAVA770NS WITH LIGHT EARTH-MOVING
CCWPM~NT PIX"/7JON&'D ClUTC'/D/:' ~ LJAlIT!:' t:'W ~ lJJt.ilTRA1JON
COMPONENTS OF THE: SYST£M IF FEASIBLE.
3.) IF RAIN CARDEN/BIORENTION BASIN AR£4S ARE: E:XPDSED DURING
CDNSTRUCT70N AND DO RECEIVE SEDIMENT DEPOSITS. BASIN BOTTOMS
MUST BE OVER EXCAI?lTED 6-8-INTO NATIVE MATERIAL TO
R£MOVE SEDIMENT DEPOSITS.
4.} ALL DRAINAGE AREAS TO A RAIN GARDEN/BIOR£T£NTION FACILITY
ARE TO BE: STABILIZED PRIOR TO INSTALLAT70N OF AMENDED SOILS,
MULCH OR PLANTINGS.
5.} AMENDED SOIL WILL ONLY BE: PERMITTED WITH A VALID SOIL
ANALYSIS REPORT.
6.} FOR BIDRETENTION BASIN, WRAP PE:RFORATED UNDERDRAIN WITH
ALTER FABRIC PRIOR TO BACKALLING.
7.} UND£RORAIN PIPE SHDULD HAVE 3/8" PERFORATIONS SPACED AT
6" CENTERS. MIN. 4 HOL£S PER ROW. MAXIMUM SPACING OF
UND£RDRAIN PIPE IS 10 FEET ON CENTER.
8.) FILTER MEDIA FOR RAIN GARDENS AND BIOR£T£N770N BASINS
SHALL BE AS FOLLOWS:
20-30% MDDERATELY FINE SHREDD BARK OR WDOD FlB£R
MULCH WITH <5% FINES PASSING NO. 200 SIEVE:
70-80% COURSE LOAMY SAND MEET7NG THE FOLLOWING
GRADA770N:
SIEVE NO,
10
20
60
200
PERCENT BY WEIGHT "t1S"ING
STANDARD SIEVE IA rCATED
85 100 '. 70-100
15-40
8-15
TREE PLANTING---------
(TYP., SEE SHEET C-7)
I---~~, ~/
\1 : -fJl~·,-----ioi-~---i
Fill. 1 1
1 1 1 1 1 .r··..,
1 1 I 1 1
THWA OCCIDENTALIS {TYP.}
4-6' HT.
PERENNIAL PLANTINGS
ILEX CLABRA {TYP.}
3-4' HT.
COVEl? PLANTING BEDS
IN BARK MULCH
AT 4" DEPTH (TYP.)
PACHYSANDRA TERMINALIS
8" O.C .
. '. ~',:
1 1
,.,. :
4 TYPICAL FOUNDATION PLANTING DETAIL
NO SCALE:
BASIN PLANTING NOTES
I.} RAIN GARDEN AND BIORETENTION BASIN PLANTING AND PLANrtNG DENSITY ARE
TYPICAL. BASIN DENSITY INDICATED IN THIS DETAIL SHALL BE REPLICATED IN
ALL RAIN GARDENS/RETENTION BASINS. CONTRACTOR SHALL VERIFY PLANT
QUANTITY AND LOCATION WITH LANDSCAPE ARCHIT£CT PRIOR TO INSTALLATION.
2.} ALL TREES SHALL BE SPOTTED ON-SIlE BY LANDSCAPE ARCHITECT.
3.} SEE DETAILS ON THIS SHEET AND C -4 FOR BASIN CONSTRUCTION AND NOTES.
4.} PLANrtNG LAYOIJT IS DIAGRAMMATIC. NO PLAN77NG SHALL INTERFERE WITH DRAIN
PIPING OR STRIJCTURE.
5.} SOD SHALL BE PLANTED ALONG INTERIOR BASIN WALLS FROM THE TOP OF BASIN
GOWN TO 6" ABOVE BOTTOM OF BASIN PONDING ELEVATION. SEE DETAIL THIS SHEET.
6.) BOTTOM OF BASIN TO BE SEEDED WITH NEW ENGLAND EROSION CONTROL/
RESTORA 770N FOR WET SITES MIX BY NEW ENGLAND WETLAND PLANTS, INC. OR
APPROVED EQUAL.
PLANT LIST
KEY QrY. BOTANICAL NAME COMMON NAME SIZE
MP T.B.D. MYRICA PENNSYL I?lNICA NORTHERN BAYB£RRY 24-30" PSD
JC T.B.D. JUNIPERUS COMMUNIS 'COMPR£SSA' COMMON JUNIPER 18"-24-
Ad' To dO. AfVCJfroPOUOlV GarAffOU CfLur:;uUINr , W<L./'''-V.li.
PV T.B.D. PANICUM VIRGATUM SWITCH GRASS 1 GAL.
SS T.B.D. SCHIZACHRy/UM SCOPARIUM LImE BWESTEM 1 GAL.
CA T.B.D. CLETHRA ALNIFOLIA SUMMERSWEET CLmlRA 1 GAL.
EXTENT 'OF SOD PLANT7NG
JC-
AG
CA-1
~
" " PV-I-______
~ " .. "
PONDING LIM~TS' ---____ ---I-~_~j
CA-2~-___ l$(
JC-7-~
JC-f
"
• " ..
• "
" • " "
" •
•
"
PV-2
C4-2
SS-3
SS-4
CA-2
~ RAIN GARDEN 2 PLANTING DETAIL (TYP.)
c=JNO SCALE
TOP 'OF BASIN BANK
MP-1
JC-I
---SS-3
---PV-2
CA-2
r::r-~----r
I
I
I
I
PERMITTING
R LEVESQUE ASSOCIATES, INC
Land Sun:eying, Site Desigll~
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
-<
~ ~
r-
OO Q a ...... ~ ...... I!':I
Q ~ ~ -< ==
I!':I bfI
E-I ~. -<
~ r-...... ~ ~ ~ . .,. ~ :> )..,
~ ......
rJl I ~ "'d ~ ~ ~ = ).., 00 0 0 u ~ CIO U).
.~
TDR Properties LLC
204 Suffield Street
Agawam, MA 01001
11/20/13
REVISIONS: DATE:
.fl.: Details 01/08/14
D: Added Foundation Detail 02/19/14
UNAUTHORIZED ALTERATION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSETTS STATE LAW
SCALE: AS SHOWN
DRAWING NAME:
RLA PROJ. NUMBER: 130324
DRAWING# '
D-6: .