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PROJECT INfORMATION ~-MINIMUM LOT SIZE ... APPROXIMATE: STREIT LENGTH
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RLA Project Number: 141001
Definitive Subdivision Plan
Samuel Street
Northerly of Woodside Drive & Samuel Street
Agawam, MA
SITE INFORMA nON
AGRICULTURAl..
,--
20,000 SO FT.
2J4 FEET ,
(j)
AS PREPARED FOR
CharlES R. CalabrEsE
15 WoodsidE DrivE
Agawam, MA 01001
May 18, 2015
BY
R LEVESQUE
ASSOCIATES~
A LAND PLANNING SERVICES COMPANY
40 School Street . WE!2tfleld, MA . 01085
ph 413,568.0985 . fax 413,568.0986
www.rlaland.com
DRAWING INDEX ----~--
SHtET NO. SIIEET NAME
~--TITLE SHoff
, , DEFINITIIIE SUBOMSION PWI
<X-I EXISTI/IC SITE CONDITIONS
c-, NOTES, SYMBOl. '" LINE L(t;£NO AND ~88RruAl'lONS
c-, CONSTRUCTION N01'£5
c-, GfIAI)ING. [ROSJON AND SfDll./£NTATION PlAN
" PLAN'" PROFILE -Samuel Street c_, DRAINAGE EASEMrNT &: INFILTRAnON BA.<;III
0-' DETAILS
0-' OETAILS
0-' O<TAllS ,-. ~" DErAILS
ISSUE REVISION "" "'" 5/18/15 6/18/15
5/18/15
-5/18/15
----
5/18/15
5/18/15 6/18/15
5/18/15
5/18/15 8/18/15
5/18/15
5/18/15 8/17/15
5/18/15
5/18/15 6/17/15
5/18/IS
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TOWN OF AGAWAM
PlANNING BOARD
APPROVAL UNDER THE SUBDIVISION
CONTROL LAW IS REQUIRED
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--DATE
:;0 0r~G 100 p-..~--:1
," .. ~o'
LAHDN,/f" AULD THOMAS C IN
AVL!) ANNETTE L
lAND OF" ro~ OF AGAWAM
LAND Nf; MORIN -A.JSnNf K
~
LAltO II/F
THE: OTIS/AGAWAM REALTY 1RUsr
CD
LANl) N/F PIRNI!: CHA/lLES E PlRNIE DIAN£ 41
----o -----
.... "''''' CflARlES R. CAJ..A~ MAP JlI .2 12
---~
LAND N/F EDWARDS A STANLEY
[DWARDS N"NCY ANNE
I\OJCI~NJ~ S
M:lXIK UNO" L
UNO N;' f£NNYERY CHERft A
","0 OF HEALEY JAIo/fS L
MAP JlI 2 IJ
SEE: Pl..A1'I BOOk 2JI PAGE: 47
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I ~WOOD[D~\\', " , ," '" ........
LAND HI'" KAAlP( S1E\iUI LAlJO N/F" ADAAlS SARAH ~ LAND N/f mE .wH Lor I
~ND N/F B£1HANY ASSEJ,/9~Y
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'-'-'-')
I I U,ND N KOCHNE DA'a,. I I LOT.2 A II /'
~ ~ WOODSIDE DRIVE ---~ ~--_m---g---~---~---~---.Ff '.4-'" Wn , WI
e III III a e P; IQ ~ : i." e .......
WID.
I, rut RfCORD OWNEil OF" THE: SUBJECT PARCfLS AAE CHARUS R. ~ SEE
IW.IPDEN COUNTY ReGISTRY Of:" DfftlS 600(( 2721 P~ 258
~. PRQPfRty UNES SHOWN HEREON ~RE O£RNfO FROIof PLAN SOOK 2.JI PAGE .7, PI..AN BOOK JJ4 PAGE a AND PI.AN BOOK JO PAGE •
.3". THE SU8J£CT ~R7IES SHOWN HEREON UoIY BE SVBJECT TO RiGHTS AND ruElJfN75 AS CONTAINED IN THE Vl\RIOVS OfEOS OF RECORD DESCRIBING SND PROf'ERnES. lHE lOCAtION AI'ID EKmIr OF" ANY SUCH RIGHTS AND EASfMENTS IS NOT 1HE SUBJECT OF
THIS Pu.N.
~ IWmAI.. W£12AND AND !.Uo.H. W. Bf)U/'IDI!RJ£5 DEl..IN£"A1EO IiY R. I.£VESQIIE ASSOCIA1ES,
INC. (KATE BtoNAZ PHS, l!~OB) I~ SEPTEI.lBEF! 201.. OrF"Sllt W'ETtANOS ARE NOT THE
SUBJECT OF 1H1S FlUNG NiD H>\IIE BffN SHClWN TO OCPICT THE LlMrrs OF BUf'"FfR
20NE.
!I. AAJACEHr PROPERlY iJN£S ANi) .4BlJJ"rrRS SHOWN HEREON NtE REFERENCED fflOt./ THE
ASSESSOR ~TA
6. SUSJ£"CT PAf/CaS ARC ZONErJ ACIilCUL71JfML .JCCORl)ING ro 1I1E ~ GIS ZCWJHO w,p.
1. THE UNDERGROUND uru.1JJES SHO~ HEREOH foiAlIf" B£EW LOOItro fROIJ F1£I.D SURYO'
INFOR/./ATIOH NlD AVAILABt.£ RECORO MfA 1}jE SURVEYQR WXES NO GlJA/W(fff THAT
M VNDERGl«JVNl) UTlLi7IES S'iOWN ~ON CONPRJSE AU. SUCH t.mlJTJ£S IN THE AHa.. £J1HER IN stRVIC( OR ABANIXJNEO. 1HE SUHVE'r"OR f"lJlUHER ooe:S NOT WARRANT rn;.T 1}j( UNOERGfroUNO UTILmES SHOWN HERE ARt IN THE (J()!CT LOCATiON INl)ICAmJ. AL1HOUGH TffEY ARE (OOHro AS ACCURATEtY AS POSS/8i.E FROU AVA.'l.AlItE INFORMIITIOH.
II. THE SUaJECT PAR'CfLS 00 NOT CO,,"JolN BORDEJiING LAND SUBJECT ro flOODiNG ACCOfWING TO Fl.OOO INSURANCE IV.TE I.W' NUMeER 2501JeOJ!U( EFF"E.CTTV£ ClAn:,
Jl/(.l' /B, 201J.
9. THE SU6JECT i¥lOPERTY IS NOT LOCATED MTHIN NA/uRAl HERITAGE Ie ENDJoNGtR£D
SPECf£S PROGRAJA (NH£SP) JlJR/SDIC1ION (2008 !iH£SP A/!AS),
10. EXIS11NI; HOOSE, SHED AND C4R.-WC LOCATiON TAA"EN FROM AGAW4W GIS I.IN'PING NW ARE APPRQJlII.IATE.
SYMBOL At LINE LEG£ND
o
•
IRON PIPE. FOUND
CONCRETt BOUND FOUND
EXiSTING SIGN
'1l.> UTILITY POLE
-0 GUY ~CHOR
t':i EXISmm WArm VALVE"
l;r EXISTING HYDRANT
IS EXISTiNG smfTARY SEWER MANHOlE
IJ EXlsnNG CATCH BASIN
!IIi £XfSTTNG ORAIN fMNHOl£
tI 1tST PIT L~nON
F ... -l wutAND F1..AC LOCl4TION
r'-1 MAH.W. FlAG l~nON
~TR££LlNf:
• 1112... EXISTING SPOT GRADE
-----.111-----EXISTING CONTOUR
---------
--~,---~,--
EDGE: or WE11..AND
EXISTING OVf:RHENJ IWrtES
EXISTING WATER UNE
--m--m--EXISTING STORti DRAIN
--5---5--EXISTING S4.Nt1AR'f SfWER
BENCHMARK
TOP Of' H'rDRANT SPINDlE LOCATrO ON SOU1l-lERt.Y SIDE OF WOODSJpE ORIVE"
APPRQ){II.IAT£t.r 7S FEET EASrrRl.\' OF IHTE~EC1lON Wi1}l Sl\/JUEL SIREE:T. flru1natJ _ (2, (0 (NA\W«)
RLevesaue
ASSPCIATES ~
C;';I~Z~~t:~j~~.
640
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z Vi
S iii c :I
Q. o E -/II
III .!!lUI > Z '6 1l1 ", 0 .0,"
i= Ii! ,~ ::2 .. -C cCE
Z .... ,"/11
0 '03 lU'iii /II u ~~cT l!I III 0 z &.~ In ~ ...
0.0
X :II 'i: UJ '" .c 1: 0 z
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SYMBOL & UNe LeGEND
0 IRON PIP£ rOUND
• IRON PIPE TO Sf SET
0 CONCRf:r£ BOUND FOUND
• CONCRETE BOUND 70 BE SIT • COMPUTED POINT
fXJ5T1NG SJCN
OW EXISTING MONITORING W[LL
• EXISTING L/GI-fr POLE
~ UTlUTY POLE
<> GUY ANCHOR
" EXISTING nECTRIC W,NHOL£
<!l EXISTING rt:LEPHONE: MANHOLE
<il [l({STlNG wELL LOCATION .. EXISTING WATER VALV£
." EXISnNG WATER SHUT-OFF
liI; [XISTiNG H'(DRANT .. PROPOSEO WATER VAVLE
:,,; PROPOSED HYDRANT
;;, EXI$fING GAS VAL vr
$ Ex/smlG SANITARY SEWER MANHOLE
0 EXISTiNG CATCH BASIN
@ EXISTING DRAIN MANHOLE
@1iJ PROPOSED CATCH BASIN
® PROPosm MANHOLE
0' SOIL BORING LOCATION
Ci' OBSERVATION HOlE lOCA'flON
" PfRC TEST LOCATION
rWl'~\ WETLAND FLAG LOCATION rR-r MAH.IV. FlAG LOCATION ...... WEn ... D
EXISTING STONE WALL
~TR£ELlNE
• '02.4 EXISTING SpOT GRADE
-----2Ir----EXISTING CONTOUR
• 94.7 PROPOSED SPOT GRADE
----am-PROpOSEO COWTOUR
.. , , .. .. , EDGE OF f'LAGGEO WETlANDS
--_--_--EXISTING OV£RHEAD WIRES
--=---~--EXISTING UNDERGROUND EtECTRIC
--~---~--EXISTING TELEP~IONE LINE
--~ --~ --[XISnNG GAS LlN[
--~,---~,--[XISTiNG WAT£R LINE
--ro--ro--[XISTING STORM DRAlN
--,"---,,--[XISTING SANITARY SEW[R
--~---""--LI/./IT OF WORK LIN£
_______ EROSION CONTROL BARRIER
TOWN OF AGAWAM
PlANNING BOARD
APPROVAL UNDER lHE SUBDNl5ION
CONTROL LAW IS REQUII<:ED
---oAiE
AEHBEVIMIONS
A.F.F. -A8O\If FINISHED FLOOR
AF.S. -AOOVE" FINISHED SLAB
APPROX. -APPROXIMATE
AT./'". -AeOVE" TOP OF FOUNDATION
BLDG. -BUILDING
BLK. -BLOCK
BOT. -BOrrOM
B.D.W. -BOTTOM OF" WAtl
BRG. -BEARING
CB. -CATCH BASIN
CL -CE.NTERLINE
C./. -CAST IRON
CLR. -CLfAR
CONC. -CONCRm
CONT. -CONTiNUOUS
COWR. -CONiRACTOR
OBL. -DOUBLE
DFJ. -WAIL
OJ. -DVCnLE IRON
DIA. -DIAMffiR
DIM. -DIMENSION
OIL. -DFJAll
OWG. -DRAWING
C4. -EACH
[LEC.
[L£V.
eX!5T.
EXT.
fiN.
fLR.
FOUND. er.
INSTL.
to. ""'.
-ELECTRIC
-£lfVATlON
-[.XISTING
-EXTERIOR
-ANISH
-FLOOR
-FOUNDATION
-FOOT OR FID
-INSTALLED
-LIGHT
-MIV(!MUM
MAH.W. -MEAA ANNUAL HIGH WATER
MH. -MANHOLE
MIN. -MINIMUM
MISC. -MISCELLANEOUS
N. T.S. -NOT TO SCALE
0.11.. -O\lf"RALL
D.C. -ON CENTER
P.SJ. -POUNDS PER SQUARE INCH
REINF. -REINFORCING
R. H. -RIGHT HAND
SIfT. -SHEET
SPEC. -SPECIAL OR SPECIFICATIONS
SQ. -SQUARE
ST. -STEEL
STA -STATION
T.O.F. -TOP Of" FOUNDATION
T.D.W. -TOP OF WALL
T.S, -TOP Or STEEL
rtF'. -TYPICAL wi -WITH
WTR. -WATER
W.W.M. -WEWED WIRE M[SH
f------~
I CERTIFY rnAT THIS PI.»I HAS SEEN PREPNIDl IN
ACCORiWlC£ WITH THE: RillIS Ai'ID RF:GUUl11QHS Of THE REGISTRY OF DEEDS.
PROFrSSIONAL lAND -SUfNEYOR
~ Ct£RK Of" JHE TOWN OF ';G\WAA/ HEREBY CtRnfY 1HAT NOTICE: OF APPROVAl. Of" 7Hf5 PLAN BY THE AGAW..w P/AHNING
eoARO H-1S EI(£N RECtN[D AND REcoRDED AT THIS omcr AN() NO APPEAl. WAS RECEMO DUI11NC TWfNTY OArs AF1T:.R SUCH RECEIPT AND RECORDED OF SAID NOTICE.
£J:lQ;210N & SEDIMENT CONTROL NOTES
MANAGHtIENT STRATEGIES
I. CONSTRUCTION TR#flC SHALL BE UIliTEO TO THE CONSTRUCTI()N ENT"RANCE.
t. CQNSTRtlCT!ON SE"Ql.J£NCE SIW.l.. 6£ PW\SED TO AVOID LEAVING !.ARGE AREAS EXPOSED
FOR LONe PeRIODS OF nAiE.
J. mP'ORARY SEED AND I.I(ji..CH SHAll BE APPUf:O 11.IMU1IATELY F"OU.JJwmG ROUGH
GfWlING.
4. SEDI"'DfTATIDN CONTROL MEASURES SHALL ~ INSPECT(f) CONT1NUOIJSLY. ESPeCIALLY
FOLLOWING STORM ('fENTS TO lOCATE FAIUNG CONTlWt. "'Eo\SURES AND CONOIJCT
ROUTlNE I./AINTENAIIC[ OPERAnoNS..
6. THE CONSr"RUCTION SUPERINTENDENT SWIlL INFORM ALI. ON-SIfE WORKERS Of" !HE
SEDIMENTATION CONTROL PROI:;RA/J.
VE"G£TATlIIE CONTROL PRACTICes
1. TOPSOIL STOCKPIUNG: TOPSOIL sHAlL BE 5TR1~D FROM AR€AS TO BE DISTURBED AND
STQCkPlI.£O FTJR !JI,1m USE. STOCKPlI.£ LOCATION SfW..L BE: Af'PROV£{) er THE OWNER
AND rnG!HfER/l..ANDSCAPF: ARCI-lI1ECT AND BE WlTHIN uwr OF WORK.
2. TEMPORARY SEEDING: THE TE/IPORARY Sf1JIAlENr BASIN. TOPSOIL STOCKPILE AND ROUCf1
GRADED MfAS SHALL BE SEWED WIm WIMER RYE AT A R.l.TE OF .m I.BS. P£R ACRE ANY SOILS THAT Af/E I.£FT EXposED AND UNDISTURBED FOR MORE THAN JO 041'5
SHALL BE n;:"'PORARIL Y SEEDED.
A. SITE PRE?A~TKm
• COUPL£T£ ALL ROUCH GRNJINC ACT1Vm€S
• ROIDIIE" ALL ROCI(S »ID DrnRIS LAl'lCER T1WI J" IN llJlo"'£T£f1 mo", AREAS TO BE lfl/PORAR\LY SEEDED. -EVEHty APf'lY WME TO ACH!EVE A PH YAlUE OF B.D.
o£Y£NLY APPLY 14 LSS. OF 5_10_10 ANALYSJS fTR71LIlER TO A D£pfH OF." USIN(J
SUITABLE EQUIPI.I£NT.
• SEEDBED IS TO BE LEFT IN FlRIJ AND Sit/DOTH Cm/amoN.
o THE LAST 11LtAGE OPE:RA1JON SHAll. BE P£RFaSW£D ACROSS fflE SLOPE.
8. ESTMJI./SNMENT ·EWNlY APPl.Y SEfD IN ACCO/fllOlNCE W11H THE SPff;1E5 AND RATE INDICATED ABOVE BY MEANS OF 8RDNJCASilNG OR If'I'DROS£EDING.
.UNLESS ffJ'DROSEfDEO. COVER SEm Im1-/ V4' TO V2" OF TOPSOIL o APPLY UIJI.CH OR EROSION CONTROL BLANKET iIoiMroJAffiY Fl)l.l0W/N6 SEEVI/W.
• VERIFY SffDiNG D'\T£S WITH ENClNf:f;R/lANOSCAP£ ARCHfTECT. IF
EN(JINrrRjLANOSCAPE MCHm::CT OmRWNES ~T SEW CANNOT BE APPLIED DUE TO
cuw,1£. TOPSOIL SHAlL NOT BE: SPR£A() A.ND MULcm-tG SWo.LI. OC APf'l.I£O TO lJ.iE
EXPOSED SURFACE TO STABILIZE SOILS tiNT//. mE NEXT RECOIol"'EN[)£O SffDlNG
Kf/IOO.
"PERI.fAN£NT SEEDING SHALL BE APPLIED BE:TWE£N APRIL 15 AND SEPTEMBER 030.
TEMPORARY S£EDlNG SHALl. BE APPUED TO ALL DlSTlJRIJED /lJ/EAS OU1S/OE THIS nME
fRAAlE, UPON APPf/'OIIAL BY THE ENGINE:ER/tANOSCAPE ARCf1IT£CT.
,.~
• AU. S££DED/MULCNEl) AR£6S SHALL BE INSPECT£D REGl.ll..Ml.Y TO SEE n-lAT A GOGO
STAND IS /MINTAINED. AR£AS SIW1. BE REPAJRED AS N[CESS/I.RY.
NONSTRUCTURAL CONTROL PRACTICES
1. SCARIFICATION; EXPOSED SLOPES EXCffO/NG 4;1 SHALL BE SCARII'IED AT RlGI{T
ANGtES TO mE" SLOPE. PRO\I1OE PERIODIC UPGRADING OF SERRATIONS DURING EXPOSW
PERIOD UNTIL IlE"CETAnDN IS ESTABLISHED. PR!MDE VEGETA1JYE: COVER AS SOON AS
POSSIBLE.
2 Sm4W WLCH: STAAli' MULCH SHALL BE APPLIED /H CONJUNCTION ~
TEMPORARYjPER/tM.NENT SEWING AND TO GRADED AREAS WHICH Rv.wN EXPOStD
OUTSJDE OF RECOMI.IE~DED SEEDING VA!ES. I.<Iut.CH Sf.W.L BE N'PlIEO AT !30 lBS.
PeR 1000 S.F. cowrrw::TOR SkAU. PERIODICALLY INSPECT AND RfN'PLY AS NECESSA/?"(,
P/lJ/TlCUI..AALY FOLLQWlNG SIGNIFICAN1" ~ &EIlTS.
J. TOPSOIl.; DJSTURBfD ARrAS SHAll. BE 7OPSCI1£O PRIOR TO S[£O APPUCATlOH •
APPLICATION STANOI'IRDS:
.RE/,;Q\/E AU ROCkS AND DEBRIS OVER 1"-1 1/2" IN Q/.6JArrER.
• SCAi*Y SlJRf"ACE PRIOR TO S£[O APPlICATION.
oAPP1Y 6" O£PTH or TOPSOIL
4. SILT FENCE: SILT FENCE SHALL B£ INSI"ALL£D AA/JI./ND TN£ PERu.tETER OF THt SfI£,
AT CVLVERT 0U1l.£T LOf.:.O.TIONS, OR AS INOICATEO ON mE DRAW/NOS. SILT FEN(;E Si-£.lLL BE INSPEcrrf) AND REPAiRED ROU7/I'iELY, ESPECIoIU.Y rou..OWlNG 5TORM EVENTS UN11l.
THE SI1£ 1-"15 8ffN ST,o,BIUZED (COVER > 70%) BY \'f"GETATION.
ST/WCTURAl CONTROL PRACTICES
I. RIP_RAP 0l17I.£T PR(1T[CT/ON: RIP-RAP $HAlL BE PROII1OED AT ALl PIP! OUTl..!7S.
MATERW. SIi4LL BE HARD, OURNJL£ FlEW OR QUARRY STONE WHICH IS ANGlJUR AND RESISTS BREAJ<ING OOWIJ WHEN EXPOSED TO Il'ATfR OR WEATHERING.
t. CONSTRUCTION E/'frR.IWCf: CONSTRUCTION ENTRANCE Si-W.L BE CONSTRVCTED IN ACCORDANCE WITH THE: DRAWINGS.
.J. DUST CONTRol.: A Il'Al'E"R TRUCK SI-IOULD S£ LOCATEO O/'/-SITF tOR DUST COM1fOL
WHILE WORK IS PROCEEDING. MAiNTENANCE SED"'AEN1"AnON CONTROL MEASURES SHAll. fiE CHECKED WEEKLY AND AFTER UGH SIGNIFICANT RAiNFALL EVENT. THE FOtiOWlHG
If£I,(S SHAlt. B£ CH(CK[[I !Ii PNmCIJlAA:
A. R~-RAP DIJ1LET PROTECTION Sl-MLL BE" CHECkED R((JUl.ARLY FOR SEDIMENT
JoCCIJI./ULATION. IF S/GNIf7CANT 1oJAOlJNT"S OF S£OO.IENT ~re:. RlP-RAP
SHAU. BE REMOVED NUJ REPUCEO.
B. SJLT FENCING SHAll. BE INSPECTED REGUI.AR!.Y FOR UNOtRMINlNG AND
D£"fER/ORATlON. RDJOV£ StOlAIruT ~ 8EHIND FENCE W1-JEN IT BECOIoIES 6
!t«;:HES DEEP.
C. S££O(D/UULCNED AREAS SWolL BE INSPECTED RE"GUl..AALY TO sa n-lAT A
GOOO STAND IS w.JNTAiNEO. /I,Rf;4S SI-l4U. BE REPAlR£O AS NECESSAf/'I.
SIl T FENCE INSTAllATION NOTES
I. THIS SfJJ/WENT BARRIER tml.IZES WRAFI ENIIIROffNCE (!OOXj <m (QVAL If IS DESlCNW
FOR SmJATION5 IN WHICH ONLY SMW OR 0';'ERtAA0 FLOWS ARE £XPECTED.
2. mE J£IGHT OF THE 8N?RIER SHALL NOT £XCEED J6 INCHES (HIGHCR BARRIERS .wo\Y
IUPOUNO VOLUlJE"S OF WATER SIffFIC/ENT TO CAUSE FAJLUR! OF "THE STRUCTURE). IDEALLY THE FlL1£R FENCE .5H'\U. BE PLACED 10 FEU .... WAY FROM THE 1l:lE OF SlOPE.
.1. WHEN JOINTS ARE NEC£SSARY. AllER ("...aRIeS SHAU. BE SPLICED itlGErHER ONLY AT A
SUPPOT?T STAAES WITH A WN/MUM 6-INCH OVERlAP, AND SECURELY SEALED. sa
/lANUFAGTlJRER'S RECOIJMENDIoTlON.
4. STAKES sw.u. a£ SPACED A WJt!.'.WM OF 10 FEET APART AT mE BARRIER LOCI'\TION N«J DR~ SECURo.Y INTO THE GROUND (MINII.IU/'/ OF 12 INCHeS). IN />PPUCATlDNS WHERE UEAVY FlO~ Af/E EXF'£CT£D SiJCH AS IN-STREA/II INSTIoI.UoOONS STAJ(E SPACING SHALL
8E PER MANUFoI.CTURrn'S R£COMM£NOATlOOS AND/OR 1HE DMRONI!/ENTA\. PROfESSIONALS ftECOMM£NDIoTlONS.
~. A TRENCH SI-W.L BE fXCAVATED IoPPROX/Wom.y 15 INCHES \I'IOE AND 6 INCHES DOP AlONG 1m: UNf OF STAKES AND UPSLOPE FROM THE BARRIER IN ACCORDANCE WfTH /lANUFACruRER'$ RECOIIMENDIom:J~S.
15. TflE PR£ ASSEUBLEO SllT F£NCE sYSfEM SHAll BE UHROUf\>. POSITION THE STAICES ON THE DOWNHILL SJD£ OF THE fflENCN AM} NAlJI.IER THE Sl"i\K£S AT /.EAST 12 INCHes INTO
THE GROUND.
7. 1Hf. BOT1Oi.1 SIX (6) INCHES OF" THE FABRIC SHALt BE I.AJD INTO THE T1?ENCH TO
PREVENT UNDERI.tINtNG BY STORM WATER RUNOFr.
8. 84CKFllL THE mENCH OIlER n-£ AutR FABRIC AND COMPACT SIJFFlCIENl1.Y TO PREVENT THE RIJNOFF f"ROI.I ERODING THE SACkflU.
9. rHE FABRIC SWILL NOT EXTEND MORE rnAT JB INCHtS ASO~ THE: ORIGINAl. GROUND
SURFACE, fll.Wf FA6R!C S!W.L HOT BE STAPLED TO tXlsro/G TREES OR SUPPORTS
OTHER THAN THt: ST»IDARD ST.-o.K(S.
10. INSTALLEll sn.T fENCE BARRIERS SHAL..I.. BE JNIJUI"oIlN(O ON A REGUV.R SCHrotJI..E WHICH MAY 8£ PRESCRI8£O BI' THE L~ STATE Of" FEDERAL REGlitATORY AIJTHORfTY; BI.IT. AT MINIMUM SHALL SE CHECkED WEEKlY AS WELL AS AFTER EACH STORM EVENT.
/rlAINTE:N/I,NCE SHALL COI'ISIST OF AN INSPECTJ()N OF THE ENTIRE /.£NGTH or THE B/lRRIER
TO OETEf1MIHE IF IT IS Ft/m:TlONINC AS INTl'JWro. AlL BREAKS. DErACHED FABRIC. Sj.lJAiPED FJlBRIC, ClOGGED FA8RIC, IoND UHO£RI.IINED /lJ/EAS SIW.L 8£ FlXro THE DAY
rnAT THEY ARE DlSCOV!fIED.
11. WHEN A /llAXlMUII OF SIX (6) INCHES OF SEDI"'Efoff HAS ACCUI.IUtAT£D B~IND THE SILT
F"£NCE TIJIS SEDIAIENT SI-l4U. B£ RD./OVEO ANll THE fENcr SHIoI.l. B£ INSPECTfJJ FOR reARS. CLOGGING OF BREAKS. ALl DEFICIENCIES SHALL BE CORRECTED IMMrotATElY E\TH£R 8"f REPAIR OF REPLACEMEm" Of THE SILT fVK;E BARRIER AND/OR srAI<ES AS
NEmED.
12. SILT ~E BARRiERS SHA/J. BE Rnlovro WNtN lH£'( HA'<£ SERV(O THEIR USffiJl PURPOSE, BUT NOT BEFORE mE UPSLOPE I\IffiI. IfAS B££N ~ED OF SiLT AND p£RMANENTLY ST)BJUZEO.
HAY SAl £ INSTALLATIQN & MAINTENANCE (AS BEO'O)
1. HAY!W£S SHAll. BE PLACED I~ A SINGLE ROW, I.£NGTHWISE ON "THE: CONTOUR. WI1H eros OF" ADJACtNf 1!Al.(S fiGHn.Y AIIl1TTlHG ONE ANOTHeR.
2. ALL BAlES SJoW.L BE DTHER WIRE BOUND OR STRING 11£5. &\L£S SNALL EI( INS1"AL/..ED
50 n-lAT 81N()JNGS loRE ORJ{NTED MIOUNO THE SlOES RATHER rH4N A1JlNfJ Th'£ TOPS ANO 8OT1OI.lS Or mE aoILES TO PREVENT DflERIORATION OF THE: BINDINGS.
J. T1/E BARRIER SIi4ll. Bt: EN7RENCHEl) AND SACKF1ti£D. A 11i£NCH S/lAll. BE EXCtI'MTED "THE WlDTl-I Of" A BAlE NolO THE LENCW OF nlE PROroSW !WlRlElt TO A WNI/.IU",
OEI'm OF FOUR (4) INCN£S ,6}Il1 A I.fAXIMUAI 0£F1H OF SIX (6) INCHES. AFTER mE:
~l.£S /JRt STM[[) AND CfflNKED. THE EXCtlVATED SOIL SHI\ll. BE BACKFlLL£D Af";,O,INST
THE aoIRRleR. BACKFILL WlL SlIAlL CONFORlf TO THE GRa!.IrID LE\ofi ON TI-/E IlOWNHfLL
SIllE »if} SHALL BE BUILT UP 10 FOUR (4) INCHES AGNNST THE UPHILL SIllE OF THE
BARRIER.
4. ~~~ ~~ELk~~~Jf:; ~ ~ k~~~~~D
THt PRrnOUSLY !.AID So\L£ TO fORCE THE BALES TOGfTHER. Sl"A/(E$ OR R££i4RS SHoIU B£ DRIVEN DEEP ENOUGH INTO THE GROUNO 10 SE.CUR£J..Y AI/Cf/OR tHE: BN.£S.
5. TH£ GAPS BnwEEN B4I.ES SHAl.L BE CfflNKED (F1j.LED BY WWGING) W1TH STRAW TO
PREVENT WAtER FROM ESCAPING BETWEF:N THE BALE"S. (l.OO5E STRAW SCATTEREO OVER
TH( AREA !MIltEOIloTElY tlPH!U FROM A S"TRAW BALE BARRIER TENDS TO INCR£AS£ BARRIER
m'lCiENC'(,)
6. ~Y f1AI..£S GENfJW.LY DtTERIORA1E IN 2-5 I#JNTtiS AND THUS tiE[[I REPlACEMENT.
7. INsPECT/Of'I SHALL BE FREQU£NT ANO R£PAII/ OR REP/..ACEME1(T SHALL BE MADE PROMPlI.Y AS NEED£D.
8. BAtE BARRIeRS S/WL Sf RD.IOVED WHEN mO' 1-t4\1f" StRYElI THEJR USEFU/..NESS, St.Jr N()T fIUOfI£ THE UPSLOPE AREAS HAIlE" BEEN Pffiw.NENll.Y STABIUZ!D..
DEMO NOTeS
I. cormw:TOR SHAll. BE RESPONsIBI.E FOR ALl RElOCXflON, INCWDJNr; BUT NOT Lw!'rrn
TO, AlL V11U1I£S. STQR/,l DRIIJNA.G£. SIGHS. TRAme SiCNALS • PO/..ES, E:Tf:. AS REQUIRED. ALL I+t:lRK SHALL B£ IN ACCORDANCE: WfrH ~NING AUTHCRlT/ES SPECiFICATIONS AND SHALL B£ APPRUVED BY SUCH.
2. CONTRACTOR SHALl ERECT NUJ IlANNTA/N SMUY BARR/CADES AND POST PROPE:R NOTICCS PRIOR ro THe ~T OF II'ORK.
.J. CONTRACTOR SHAJ../. PROrFX:T E:XI$TING SITf: IMI'I?OV£ME:/'JTS. APPUR~ES. AND /ANDSCAPIHG TO R£MAJN.
... COI{TR;Ar::roR SHALL AIAINTNN Da511NG IJ11UTI£S TO RDIAIN IN S£IMC[ AND PROTeCT THEM
FROJ,I LKlC4GE DIJIlING DE/rIOUrfON OPeRATIONS.
5. DO NOT ~Ct EXIS~ ununES ro II'OIIAIN wm1IH PfroJ£CJ" AAEA. AU. IWoMGE ro
EXI$TINC UT1/..ITIE:S TO Ro.WN SHAlL BE: RE:PAJRED AT TH£ CONm4Cron'S ~ TO THE SATISFACTION OF THE U1ILITY OWNER.
&. CCJN17Y.crok SHALL PRDI.IPTI. Y rRANSPORT 0EI.ICLISNr0 .wo\7EmU.S OFf" OWNE:RS PROP£HTY
AND /.£GAi..i.Y DJSPOS8) OF. DO NOT ALLOW DE/JO/../SHE:D WlTEIi'Mt ro COUtcT ON SIT£. CONTRACTOR ~ PAY ANY DUIJP/NI1 FC£S..
1. ~ SHAJJ.. BE: NO BURNING OF D£lIOUSH£D ~T£RlAL ALLOW£D ON SITE
(J. GONTTW;TOR SHALL COQRO/NA.1C WI1H OWNE:R FOR N{'( i1CIIS TO BE" TlJRN£D O\£R" TO """".
9. DnIDL/SH AND RnJO\If" ALL PAYDIE1t'T, S/.A8S, rooTINGS. SU8S~ACC £l..£MeITS. I.NSCEU.IoNE:OUS DEiJRIS. ac. WlTfi/N PROP(RTY ~1tI/£S VNt.£SS NOTED ClJ1ERWISE.
10. CONTRACTOR IS f£5PONSJSt£ FOR CON1"ROLUNC DUSr SO rH47 OI.JST DOES NOT CREATE A NIJISANCC ON A!W.CENT ROADS OR PROPERTl£S SITE ~ SI-IAI.L BE: RE:SPON5IBI..E
FOR smm SWEEPING AND CJi70l lMS/N CL£ANiNG AFT!R E:N;H PH.45£ OF CONSTRlJCTION
AND AS NC£rJ IS ~ BY THE I..ANDSCAPf ARCH(T£CT/E:NGINECR.
If. CONTRACTOR SHALL R£MtN£ AND 0tSP0SC OF N/Y A8ANOON£U st/BSlIRFACE SDI/..
ABSORPTION SYS7£JI (SOlS) AND /JISCEI..J..AN£OUS DEBRIS.
12. NO .ACTMTY OTHill THAN 1'iORAIAI.. MAJNT£JJANCF: ~ OCCUR OI.ITSID£ OF UMfT OF ~ UHES AS ~ ON PLAN WITHOI.fT TH£ APPROVAL OF THE W«JSCAP£
ARaIITECT/tNClNE:tR.
13. 11-£ CONTRACTOR SH4U. NQI1FY DIG SN""E: • 1-888-3«-72.1:3 PRIOR TO C~
OF .4NI' D£M()U1"I()N/co AC/MTY.
LANDSCAPe NOTeS
j. TliE COHTItIICTCR SHAll. VERIFY FINAL S[/.£CTlON OF PLANT WlTfRIoILS WITH me
LANllSCAPE ARCHfTECT AND OWNER PRIOR TO /NSTAI.1AT/DN.
2· NO PUNT um:R/AL WILl. 8£ ACCEPrm WliICIf DISl'tAi1> I.IAJOR: lm[CUlAR!TIE5 'CR :t. ~~'tt~SCAPE MCH/TECT RETAINS THE Rt<;HT TO REJECT N(r' PLANT"
$. WARAAtm:E: FOR A P£R!O() OF TWO GROWING SFA'SONS FROM TIlE 0.\1"£ 1HAT THt WORK
UNDER THIS COWRACT IS CEfmFrED AS SUBSTAN7lI\!.LY COMPLETf. THE CONTRAaroR SHAll.: 1) WJoRIW{ff;£ AI.L Pl..ANTS AND S££OE:o AREAS IJNOER THIS CONTRACT;:
2JRfMDVE JI«J RtP/..ACE DURING THIS GIJNWfrE! P£RIOO PU.H:IS WH!CH OlE oR ARE IN
POOR CONOlT/ON AS D£T£RMINED flY THE OWNeR: J) REPUNT ImH STOCK OF: SoW"E SlZf: Ai'/O QUAlITY AS ORIGINAlLY SPECIF!fJJ; 4) GW ANf) WJNTAlN AS SPEclF/ttJ HEREIN
AT He ADDmONAL COST TO 7J.1t OWNER.
•. ;:t = ~:r~J:f:ff~/='UU~ :::ft~ rg;s3.~ ~ROP£R
MEAS SHALL BE SfLfJlJ) Wffij A fINE" au.m: LAWN GRASS SEEP OR SODDED. NJDI110NAL OFT-SITE TOPS(JIL I.tIoY BE REOUiRED.
S. ALL AREAS TO ~ MULCH£(} SHALL R£CEM: 4 INCHES MIMMUAI I~ SHREDDED BARI(
i.clJlCli WItHIN 4lI HOURS OF PI..IW1ING UNLESS OTHERWISE NOW IN PLANTING .DErAILS.
6. AU. TREE AJW SHRua PITS SMA/..L BE AT /.EAST 2 FEET WlOffi AND I FOOT DdPER
THAN THE 1fIEE: OR SIfRUB ROOT tw.L TO BE PUIMED IN If. BACKALL SHAll B£ HIGH
QUAUTI' LQAII OF THE PROi"£R pH »ID ORGANIC CONmfT SUlTA8i.E FOR 7H£ H£A/.THY GROWTH OF PWlT MATERIALS.
7. AlL P!.Am"S SfW.!. liE NURSEif)' GROWN AND CD~FOR'M TO THE !..tItST EDmON .or "ANSI
Z60.I, AlJERICNI ST»IDIoRD FOR ~URSERY STOCK";
6. EACH PlANT TO BE FREE FROM DISEASE. INSECT INf"ESr,l,1lCM. I.CECHANICAl INJliRlES.
AI'/[) IN ALL RESPECTS Be SUfTABJ..t FOR FlEi..D P/.ANT1NG.
9. EACH PlANT TO BE IN THE TOP OF ITS Silt ClASS AFW'i' SHEA/lIHG AND PRUNING.
ID. Al).JACENT TO mE TOP OF ANY WALLS OVfR J6" A FENCE OR WAU. SHALL BE: CONSTRUCT£{) PER PLAN ~r ME£1S LOCAL BUILDING CODE Nro ALL offlER APPLlCtlBLE S1"ATE AND FEDERAL /..All'S
II. SEE DETAiL SHEETS FOR ADDITIONAl. OE.TAILS <I; SPECIFlCA110NS.
12. SHOIJlD GC OR Nf"( SUBCONTRACTOR tNCOlINTER A DISCFrEPANCE:/CONFUCT IN THE
PIAN /I,}j THE ACI"UAL lOCATION OF A SITE FEATURE. THE CDNmACTDR SHALL C(,JNTACT THE /,ANDSCAP£ ARCI/ITECTj'ENGINEER AND OWNER IMI.I£rnATELY. '
IJ. AU. AREAS OISTURIJEO DIJRING cm;smucnoN NOT DESlCH-4Trn ro RECENt DTHfR
fR£AWENT SHoIU. BE LawED TO A MINII./UAI DEPTH or ." AND SiEDED IN ACCORDANCE WITH THE FOI.J..OWlNl):
A.. IHCCflPDRATE GROUND ~fS7ONE INTO AlL AREAS ro BE SEEDED AT A RAT OF :10
LBS/I,ODO S.F. B. APPLY 10-6_4 ffR1lLIIER TO AU. /lJ/E4S TO BE S££1)m AT A /VoTE OF 2 LBS/I.OOO S.F. .
C. THOROI.J()HI.Y INCORPORATE LlAIE: AND FFImLiZER INrO SEED BED ro DEPTH OF J" 8Y O/SCING OR OTHER IoPPROVED MEfflDD •
D. SEED WITH THE FOllDWlNG MlKTlIRC. N'PUED AT A RA1E OF 10 lBS/l.QOQ S.r.
SEED MIX:
NAAIE: OF SEED " er WElIiHT I.IIN. ~ PlJR(fY "'IN. G£RUINA7ION I,.. MlKT\SR[
POS PRETENSES " '" " _N"
8AAON 8tVEGAASS
FffiIJCA RUBIVo " " " "'"""~" PENN/..AWN FESCUE:
UJUU", PERENNE " .. " """""" PCNNFlNE
E. 1oIUlC+l AlL SEEDED ARQ.S wmi STRAW AT A ItATE OF ~ 1.85/1.000 S.r.1.INL£SS Hl'DROS££DING WAS USW.
F. AU. SLOPES OF J:I OR GR£4TfR ,tFT£fI eONG lawro. SUOfD AND /JUL.CHED IN
ACCOROANCE II'TTI/ THE ABOVE" SHALL SECUREO WITH EROSION COMlOOl BlANKETS
(NO. MlERICAN GREEN 5150 OR E"OtJAt.). 0\0ERLN' AU. NDTIHC J()INTS A IoIINlI.IIJAI OF" S· AND SECI)RE WiTH OOUBU: ROW OF STAJ>l£S.
RLEVeSQUE
ASSOCIATES!!!
Lando<GptI Armile<l>
CIVi! ~n\li,,",,' La"'; s...~rS
frwiro""",nIoI Con'ullcnl.
ph: 413 . .568.0985 /g", 413.~8.0986
40 &h",,! Sireet· P.O. Box 640
Westfield, MA 01086
rlaland.com
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HORIZONTAl 1 ~ '" 20'
VERTICAl 1 w '" 2'
EXISTING WATER Mffi"R
I"-TYPE: K COPPfR
WATER stRV!C£ (TYP.)
END WALK AT D/WElI'AY FOR LOT I
.<PP1WX~ ""M"" LOCAI"ION
Loti /W"'" s,,,,, "" I:~ · !
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CONTRACTOR TO CONFIRM LOCATION OF EXISI"ING TEE PRIOR ro CONSTRUCTION
B" TAPPING
SLE~ 4-VALVE
B" PVC IB6 iF 5-0.010
PROP. UNIlERGROUNQ [LEG.,
TEtE" CUV, ErC. CONDUIT CQOROINAT£ IHSfAUATJQH WlTI-I
unurr COMPIWY
PC8-1 srA 0+1:;
OFFSET: IJ.O'l,
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PROPOSED / "'''"''' . 4-VALVE /
/ ~ .' .... r.vlf'/ __ ,._._._.-_ -+50' -_._.---... ----_ ... --t---;--r-' ~ ~!VIfr-.--=1.11\ -0+!5Q _ J+OO -+6D 2+00 ACC~f~~ENT I 05+00 05+2:
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~ ----I i -. '. ,1___ _ ""
~ • \!I • ~ ESIriH-1 I ;: ": STA -0+26 II ! OFFSIT: D.5'l, Q
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PD/tIH-1 STA 0+25 0F1'SET: 10.0·R.
N;CESSI8LE RAMP WI DETEc:rASt.£ PANEl.
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INSTALL /oIOUlffJ>BJ.E
CURB (CN'E COD fJD?1oI) Rm ACC!SS ro DRAINAGE f)l$£IoIENr
'h
WATER
"WI ""
5,D' CONCRETE WALK
PROPOSED ~ WUN COOROINI\Tf: INSTAl..J.ATION
WITH fJThJJY CrulPAI-IY
,
/
\
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TOWN OF AGAWAM
PLANNING BOARD
APPROVAL UNDER THE SUBDIVISION
CONTROL LAW IS REQUIRED
-oAi'E
=
I CEl'lTlfY THAT »TIS PLAN I«S (JffN PREPARED IN ACCORllANCf" WfrH mE Rum AND R£GUI.AT/ONS OF TIlE: REGISTRY OF DEr05.
FFmFrSSIONA[ lAND SURVO'OI?
I, C(£RK Of" TH£
TOWN OF AGAWAM HER£BY Cf'mFY THAT NOT/Cf. OF
APPROiIAL OF THIS PiAN BY THE: ~WAM PLANNING
BOARD w.s BE~ RECEIVW NJD RECORDED AT mls OFFICE AND NO N>PEAL WAS r?£C£MD OURING TWENIY DAYS AFT£R SUCH R£r:EIPT IWO RECORDED OF SAiD NOT/Cf..
I. T1iE RfctiRD CWM:R OF 1li£ SlJBJECT ploRCns ARE CHARLES R. Cl</..llBRESE StE HAMPDeN COUNTY RtGlSTRY OF DeEDS BOOK 2727 PAGE 258.
2. PROPEf?f'( LINES SHOWN HEREON WERE OEFII'I'E"O FfI{)I.I PUN BOOK 2Jl PAGE 47, ?!.AN BOOK .JJ~
PACE 8 IoND PLAN flOO/( J() MGE ~.
J. THE SUBJECT PROPff(JJF:S SHOWiII HEREON M4Y BE: SUSJECT 10 RIGHTS /JNO EASEMENTS ~ CONT;Ir,INm IN JH[ VAAJOUS DEEDS OF RECORD DESCRIBING SNf) PRDPERnES. THE LOCATION AND DfIDlT OF ANY SUCH RlCHfS AND EASEAlOflS IS NOT THE SUSJECT OF THIS Pt..AN.
4. PARnAL 'I/ETLIoND -'ND 1ol.A./i.W. aoUIWARIES DEUNEArED 8't' R. 1.E\lESQUl' AS$OC£4T£S, /NC. (K),Tt::
BEDW>Z PW51 19D6) IN SEPTEIoIfJ[R 201~. on:srrE: WETlANDS ARE NOT THE SU8JCCT OF THIS FlUNG
AND 1--14VE' BEEN SHOWN TO DtPICT THE UI.IITS OF SUFfER ZON£.
S. ADJACENT PROPtRTY LINES AND ABI.ITT£RS SHOWN HEREON ARE R(JFRENCF:D FROItI THE: ASSESSOR 1M"
F). SUfl,)~cr PARCElS ARE ZONED AGRICULTURAL ACCOROINC 10 THE AGlWAA/ GIS ZONIIIG IMP.
7. THt: UNDERGROUND UTiUTIES SilDWN HEREON ,"""VE SEEN LOCATED FROM FlEW SURVEY IN/'QRMAlION
AN(} AVAAAB\.E RECORD DATA. fHE SURVEYOR" MAK(S NO r;/JAI?ANTU THAT THE ImDEROROUNO
UTI/.ITIES SHOWN HEREON COI./PRISE All SUCH UTILITIES IN THE NIDI, E!TH£R IN SfR'llCE OR AB;\NDONm. TI-/£ StiIM:r'OR FURTHER DOES NOT WAR/W,'T 7H4T THE UNDERGROUND UT/UTIES SHOWN HEm::: ARE IN TH£ EXACT LOCAOON INOICATEO. AUHQUCH THEY ARE LOCI<T£D AS ACCURATELY AS POSSIBLE FROM AVA/lABi.£ INFORMATION.
8. THE SUSJITT PARCELS 00 NOT CONTAIN BORDERING LANO SUBJECT TO FLOODING ACcQFDING TO
FLOOD JNSlJR.o\NQ;: AA1f IMP NIJMBER 250IJCill84£ EFFECTIVE DATE: JUlY 16, 2<lIJ.
9. THE SUBJECT PROPERTY IS NOT LOCATED WfrHIN NATURAL HERfTAGE: ol' ENDANG£RfD SPECICS PROGRAIJ
(NIi£Sp) JURISDICTION (1008 NHESP ATlAS).
CONSTRUCTION NOTES
/. UNDERGROUND!lTIUTIES SHOWN HEREON ARE WISED UPON SURFI4C£ fY.Tl)RfS AS i~l£D BY SURVEY NJD AVAAABlE RECOR{) DATA J,N{) ARE APPRDXIMATf. AC71.lA!. FIElD LQCo\"OONS SHOULD at
Vf:RIFIED Wfm TH£ APPROPRIAT£ 1/TiJ.ITY COMPANY »ID/OR IIIUNIC!fW. ()£PAAnltHT PRIOR TO CONSTRUCTION.
2. CON1"RN:roR TO NOTIFY IJIG SlJE A MINIMUM OF 72 HOURS PRIOR TO START OF CONS7FtJCnoN
ACCORDING TO .wi GENEf/.N.. lAws.
5. APPRovro PUNS TO 8£ ON 5nr: AT AU. R/JES.
4. CHANGES 10 THIS PUN MAY OCCUR AS UNFORESEEN COI/DInONS ARISE. ill CltllNGES TO BE
APPROVED BY DESIGN D/GIN£fR, FlEill INSPECffiR NoID CTTYj70WN ENG!NErR.
6. COf'fTRACTOR SHAll BE R~SIBiE FOR THE IoIAJNTENANcr: AND SAFUf OF 7RAff'IC ON m£ PU8LJC AND PFWATE WAYS MF(C1"£D BY THE CONSTRUCTION Of" THIS PROJ£CT.
6. CONTRACTOR SHAI..L PROTECT AU Sl.0PF:S, VEGETATION, PAVINC. WAlJ(S. AND I1JPR()vrAAfJoITS OUTSIDE
THE AAEAS TO BE AFFECTED BY T//E: CONSTRUCTION OF THIS PRWECT.
7. TRE:ES, BRUSH AHI) sruUPS RfJJOVED 8Y C/..£ARIIIG NolO GRUBBING OPERATIONS SHALL sr TRANSPORTaJ OFF THE PROJECT SfrE TO AN APPROV(D DISpOSAL lOCAlION.
8. CALCIUM CHLORiDf/WATER FOR DUST CONTROL TO 8£ AVAILABLE AT ALL m.I£S.
9. AU. CONSTRIJ(;TION IoIUHODS TO CONrORM TO TOWN PI.ANNING SOARD RroutATIONS AND OEPA/fflIIENT or pUBUC WORKs SPECJf/CATIONS.
10. TOWN otPAPTMENT OF PUBLIC WORKS APPROVAl. IS NOT TO BE CONSTRUED AS AN ALL iNCLUSIVE"
APPI!OVAL ~ OTHER APPRO\IA!.S MAY BE NEcrSSM!'. 1£ TOWN ENt;/N£ER. CONSfRV,O,TION. FIRE
DEPAfmKNT. WATER DEPARTMENT, ETC.
II. AU DITCH BASINS TO /-lAIIE 43" S£AL.£O SUMPS -'ND HOODS.
/2. EROSION CONTROL U&.SU~ES TO BE IN PLACE PRIOR 10 START {)f" CONSTRUCTION.
IJ, WATER SEIMCE TO HAVE" II WNI/oIUI,f OF 60" Of COVf.R.
I~. ALL WATER LINE COHNECTIONS SHALL H4\1£ MEC/WoiiC4L JOINTS.
15. 5ANrrllRY SEWER CONNECTION 10 ~\IE" A MINIMUM OF .fa" Of COVER. CL£.IIN-OUT SfW..L B(
REQUIRED £\,£RY 100 FEa" NlD AT ALL BENDS.
smm NOTfS
I. THE t.ENGTH OF THE PROPOSED 57REil IS IlPPROXlW,TELY 2J~ FErr.
2. PROPOSED STREET IS Cu.sSJFIED AS A "PLACE" ACCORDING TO ACoIWJ.At SI/BDMSION REGUU,1lONS,
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I Definitive Subdivision Application I Application & Supporting Documents
I ProposEd Two-Lot Subdivision
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Samuel Street, Agawam MA.
(Map J 11, Block 2, Parcel 12)
I Applicant & Owner:
Charles R. Calabrese I 15 Woodside Drive
Agawam, MA 01001
RLA Project File: 141001
May 18, 2015
RECEIVED
MAY 26 2015
AGAWAM
PLANNING BOARD
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R LEVESQUE ASSOCIATES, INC
A LAND PLANNING SERVICES COMPANY
40 School street, Westfield, MA 01085
P 413.568.0985 . f 413.568.0986 . www.rlaland.com
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TITLE PAGE
TABLE OF CONTENTS
DEFINITIVE SUBDIVISION ApPLICATION
SAMUEL STREET
(MAp J11, BLOCK 2, PARCEL 12)
AGAWAM, MA 01 001
COVER LEITER ............................................................................................. .
Locus MAp ................................................................................................ .
DEFINITIVE SUBDIVISION ApPLICATION AND FILING FEE ......................................... .
NOTARIZED STATEMENT OF INTENT .................................................................. ..
NARRATIVE ADDENDUM ................................................................................. .
SOIL BORING LOGS ...................................................................................... .
SECTION
1
2
3
4
5
6
CERTIFIED COpy OF DEED ..................................................................... . 7
STORMWATER PERMIT ApPLICATION AND FILING FEE ............................................. . 8
STORMWATER MANAGEMENT PLAN (UNDER SEPARATE COVER) .............................. .. 9
REQUESTED WAIVER ...................................................................................... . 10
ApPENDIX I
Previous Environmental Study, conducted by R Levesque Associates, Inc., in March 2015.
ApPENDIX II
SITE PLAN SET "DEFINITIVE SUBDIVISION PLAN" PREPARED FOR CHARLES CALABRESE, BY R LEVESQUE
AsSOCIATES, INC., DATED MAy 18, 2015
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I SECTION 1
COVER LETTER
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R LEVESQUE, SSOCATES, INC.
40 School StrEEt. P,O BOX 640. Wr,';tfiEid rJlA 01085
p 413.568.0985 f 413,568.0~8F ,--"Ud.L !'Ialand corr
May 18,2015
Mr. Mark Paleologopoulos, Chairman
Town of Agawam Planning Board
36 Main Street
Agawam, MA 01085
RE: Definitive Subdivision Review
Samuel Street
(Map Jl1, Block 2, Parcel 12)
RLA Praject # 141001
Dear Mr. Paleologopoulos and Board Members,
On behalf of our client, Charles R. Calabrese, we are herein submitting a Definitive Subdivision
Application for a two-lot subdivision to be located at the end of Samuel Street. Enclosed herewith, please
find the required application items and fee.
Should you have any questions regarding this projed, please do not hesitate to contad our office at your
convenience.
Sincerely,
'7fo:lS~
Robert M. Levesque, RLA, ASLA
President
cc: Charles R. Calabrese
A LAND PLANNING SERVICES COMPANY
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I SECTION 2
Locus MAp
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I ~D Sd.",,1 s, ... ,· w .. tf!dd. ~lA O!oI!~
tlalud.rom
SITE LOCUS
USGS MAP
1000'
SITE
o
BAR SCALE
1" -1000'
1000'
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SECTION 3
DEFINITIVE SUBDIVISION ApPLICATION AND FILING FEE
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TOWN OF AGAWAM
36 Main Street Agawam, Massachusetts
Tel. 413-786-0400
FORMC
APPLICATION FOR APPROVAL
OF DEFINITIVE PLAN
File one completed form with the Planning Board and a copy with the Town Clerk in accordance
with the requirements of Section III-B.
Agawam May18,20~
To the Planning Board:
The undersigned herewith submits the accompanying Definitive Plan of property located in the
Town of Agawam for approval as a subdivision under the requirements of the Subdivision
Control Law and the Rules and Regulations Governing the Subdivision of Land of the Planning
Board in the Town of Agawam,
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2.
3.
Name of Applicant: Cha~es Calabrese
Address: 15 Woodside Drive
Agawam, MA 01001
Name of Engineer or Surveyor: R Levesque Associates, Inc.
Address: 40 School Street
Westfield, MA 01085
Deed of property recorded inHampden County Registry of Deeds
Book 2727 Page 258 ,-.',
4.
5.
Location and Description of Property: Please see Narrative Addendum
A list of the documents included in this application shall accompany notice to the
Town Clerk.
a. Notarized Statement ofinterest in the land;
b. Environmental Study;
c. Plans and specifications;
d. Statement of time-development;
e. Plan of sequence of development;
f. Town-development relationship study;
g. Reports of test borings, etc.; and
h. Certified copy of Deed.
Your attention is directed to Section III, B. 8 of the Subdivision Rules and Regulations requiring
the posting of a bond or recording of a covenant BEFORE approval c1 be given. / ' ~
. Signature of Owner t L ,J i tilv J---
Address: 15 Woodside Drive
Agawam, MA 01001
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CALABRESE CONSTRUCTION LLC
7 BREWSTER AD
W SPRINGFIRO. MAO'089
WEST~fELD BANK
wnTFI£U), .. ~al_
1810
DATE M~ ZJt'LQS 53-111JO.2119
1$510.00
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I SECTION 4
NOTARIZED STATEMENT OF INTEREST
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T!lIIN OF AGA'/I/Ilf Fax 14131869927 Jul 9 2008 04;15pm PO02/Q02
, . r---------Agawam Planning Board ---------..,
STATEMENT OF INTEREST
/'"
DateS 0)\ -\ ~
T~e petItioner certifies tbat he 1s the authorized
representative of tbe owner of all 1ands contained
witnin tne desoription of the subject petition and
that ~e nas optio~ to purcbase suoh lands.
Re: !gawam Planning Board Case No. __ _
(Address)
~ £"'" -0'[Jrb NL
CO~~ONWEALTH OF ~~SACHU8ETTS
HAMPDEN BS
betore me. on the above date.
""" .... ~o!.io'"" ....... w...u..wII ..... rpLW:_.J;o me known to be tne person
~~~~,edJ~M~N~ e eauted the foregoing document. --Aola;yruilic
Massachusetts
Commission Expires Feb 25. 20t6
My commission expires
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I SECTION 5
NARRATIVE ADDENDUM
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INTRODUCTION
NARRATIVE ADDENDUM
For
Proposed Two-Lot Subdivision
Samuel Street
Agawam, MA 01001
RLAJob # 141001
Page 1 of 5
The site consists of approximately 6 acres located northerly of Samuel Street and
easterly of Woodside Drive. A 234 ft. subdivision road and cul-de-sac are
proposed, off of which, two single-family lots will be located. Town water and
sewer are available at the terminus of Samuel Street. The applicant plans to tie
into the existing water and sewer systems at this location.
RELATIONSHIP OF PROPOSED DEVELOPMENT TO MASTER PLAN
The zoning district map for the Town of Agawam describes the subject property as
Agricultural. The proposed subdivision has been designed based on the zoning
regulations applicable to said district. The proposed subdivision and single-family
homes therein will be consistent with the surrounding neighborhood, with the
surrounding neighborhood being within the Residential R2 zoning district. The lots
proposed in this application are larger than those in the earlier phases of the
neighborhood.
TOPOGRAPHY
The topography on-site slopes north toward an unnamed perennial stream
located beyond the northern boundary of the subject property. The property slopes
gently to the north, with the highest point of approximately 124 ft. AMSL near the
southern boundary adjacent to the entrance. The lowest point af the property is
approximately 92 ft. AMSL near an unnamed perennial stream located beyond the
northern border.
WATER TABLE
Test pits for proposed stormwater basin within the subject property were
completed by R Levesque Associates, Inc (Gary Meiner, P.E., S.E.).
The proposed roadway has been designed in a manor consistent with the existing
topography; therefore, minimal cut and fill will be required to construct the
proposed road.
The proposed homes have been sited in the least intrusive manner possible.
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Page 2 of 5
DRAINAGE FEATURES
As mentioned above, the site slopes to the north to an unnamed perennial stream.
There are bordering vegetated wetlands that are located in the northerly
neighboring property. The wetlands run south to north with the slope down to the
stream.
The proposed subdivision project has been designed to work with existing
drainage patterns within the property. Any stormwater temporarily diverted by the
roadway stormwater management system will be detained in a detention basin
and overflow will then outlet into a swale that flows down the slope to the above
observed wetlands prior to reaching the stream.
NATURAL GEOLOGIC ELEMENTS/SOILS
According to the USDA Soil Survey for Hampden County, Central Part, the entirety
of soils within the subject site is of the Merrimac association. Soil investigations
conducted on-site confirmed said mapping.
VEGETATION
Vegetation within the subject site is consistent with secondary succession. There
exists a mixture of trees, shrubs and minimal ground cover. The upland in the
area of the proposed home is dominated by a mix of deciduous trees.
WETLAND RESOURCE AREAS
There is an unnamed perennial stream located off-site beyond the northern
property line. The 200 ft Riverfront Area associated with said stream has been
measured and is shown on the accompanying preliminary site plan.
There are Bordering Vegetated Wetlands (BVW] off-site delineated by RLA. The
BVW associated buffer zone enters the property in the northeastern corner. There
are no plans to disturb any land within that buffer area.
SCENIC QUALITIES
The subject site is currently regrowth forest. The proposed development will require
the clearing of trees and shrubs for the construction of the roadway and homes.
The aesthetic value within the proposed subdivision will be similar to the character
of the existing neighborhood. Please note that the proposed lots are much larger
than existing lots in the neighborhood, resulting in a slightly more rural aesthetic.
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Page 3 of 5
EASEMENTS
• Existing 50' access easement for adjacent property
• Proposed drainage easement (D-Basin)
CURRENT USE
The site is currently wooded with an existing driveway.
EFFECTS OF PROPOSED DEVELOPMENT
Environment
The proposed development will involve the construction of a 234' bituminous
concrete road and associated utilities. Said road will be constructed in the
least intrusive manner possible and is being aligned to avoid impact with the
riverfront area on-site. The proposed roadway and home sites will require
removal of vegetation within the upland. Minimal regrading of the site will be
required due to the proposed home locations in relation to the existing slope.
Visual
The visual impact to the surrounding neighborhood will be minimal. The
horizontal curvature of the roadway, the vegetation to remain, and the
consistent character of the proposed homes will allow the proposed subdivision
to adhere to the overall quality of the neighborhood.
Traffic
The traffic impact of two additional homes is not anticipated to have any
change in the level-of-service at any of the adjacent intersections or roadways.
Vehicular
The proposed subdivision, as mentioned above, will only produce two
single-family homes. Based on the design standards established by the
Town of Agawam By-lows governing the Subdivision of Land, under Article
IV, Section 159-8 B. (2), each lot will provide on overage doily traffic of 10
vehicles per day, for a total of 20 vehicles added to the traffic of Samuel
Street. The existing through traffic is currently 20 vehicles per day, with the
total ADT on Samuel Street now being 40 vehicles per day; this will not
exceed the maximum set by the "Place" type of street, which has a
maximum ADT of 100 vehicles per day. It is estimated that this small
addition to the existing neighborhood will have a de minimis effect on the
overall level of service at each point of egress within the existing
neighborhood.
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Page 4 of 5
Pedestrian
The applicant proposes to construct sidewalks along the proposed cul-de-
sac, along its westerly curve
Solid Waste and Disposal
The existing project site is free from any and all solid waste and only
household rubbish is anticipated to be generated by this project.
Air and Water Quality
The proposed project is a single-family development and significant changes in
air and water quality are not anticipated.
Radiation and Hazardous Substance Control
The proposed project will not generate radiation or hazardous substances,
therefore the implementation of the control of such will not be necessary.
Historic Architectural and Archaeological Preservation
There are no historical structures located on or adjacent to the project site and
we are not aware of any archaeological sites. The land is formerly a farm and
has not been cultivated for years.
Outdoor Recreation
There are no outdoor recreational facilities proposed.
STATEMENT OF TIME-DEVELOPMENT
Because the size of the proposed subdivision is relatively small with two lots, the
construction of the roadway and subdivision will be completed in one phase. The
absorption rate of the lots within the subdivision is expected to be rapid. Mr.
Calabrese plans on building on the lot to the east this season. Both lots are
expected to be developed by September 2016 The construction phase is
anticipated to begin this summer and the roadway is anticipated to be completed
by the fall before conditions make it difficult to do so.
TOWN-DEVELOPMENT RELATIONSHIP STUDY
The proposed subdivision will be an extension of the existing subdivision and will
have the same overall character as the existing neighborhood. The surrounding
area is residentially zoned and the proposed residential subdivision will relate well
to the intended use of the area. Each house will be approximately 2,500 s.f. and
will sell at an anticipated range of $350,000 to $400,000.
The subdivision will tie-in to town water and town sewer. Gas, electric and
telephone services will also service the development.
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Page 5 of 5
REPORTS OF TEST BORINGS, ETC.
Please refer to Section 6 of this application for soil test pit data.
PLAN OF SEQUENCE OF DEVELOPMENT
As stated above, only one phase will be needed to complete the roadway and
subdivision. The following list indicates the anticipated sequence of development:
• Stakeout roadway center lines and limit of work
• Establish limit of work and erosion controls
• Clear and grub within limit of work
• Rough grade for road and stormwater basin
• Install temporary erosion controls per plans
• Trench for water line and other utilities
• Install subsurface drainage structures
• Establish subgrade for roadway and sidewalks
• Pave base course of roadway and curbing
• Expose catch basins to finish road grade
• Finish grade and seed around roadway and in detention basin
• Establish turf on all disturbed areas adjacent to the road and stormwater
basin
• Apply finish course of asphalt on road
• Monument lots per subdivision plans
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SECTION 6
SOIL BORING LOGS
- -....... _ ..• _-_._------ - - - - -
Commonwealth of Massachusetts
CitylTown of Ar:.AwArtl -So.Mua. 9 \l<.EEi
Form 11 -Soli Suitability Assessment for On-Slte Sewage Disposal
C. On-Slte Review (continued)
Deep Observetion Hole Number: 01
~II Hollzonl 8011_: COlor-Redoxtmorphlc Faatu188
Depth (In.) Layer Molal (Munsell) Depth Color. Percent
O .... 3 u Ap lO'1'R ~
?"-/3" e IO'(R o/s
/3"-It;( C, 'O'(~ %.
1(1.'':.. J~ C" 7.S'jlIf./2 I&'D" GtE'( ~.s'(S/i '>71
Additional Notes:
Coa_Fraamenta
SotITextu", % by Volume
(USDA) Soil 8tnJclure Cobbles 0 .... 1\&8ton ..
SL FRIA&LE
LS· FRlAtLE
s NoIII!
L NeAle
No SEEP ., ~ S~N.D1 NG . \A/A TER
5]ILt \ \5
SoIl
Consistence other
(MoIaQ
FOl?ESr
L/T1'CR
fT}Ot5r CLAY·
I5lo!mll • rev. 3115 Fonn 11 -Soli SultabUIty ~"'""nt for On-S11e Sewage Disposal • Page 3 of 8
- - --.-.. ------.---.. --.... -.-.... -.. -Commonwealth of Massachusetts
Cityrrown of AGA'NAm -~MJeL 9TREen -
5 I1tf lis
Form 11 -Soli Suitability Assessment for On-8ite Sewage Disposal
C. On-8lte Review (continued)
Deep Observation Hole Number: _---"O~z.=_ ___ _
~011 Hollzonl RedOldmorphlc Features 10-FlII\II11ento SolI Depth (In.) Soil MatrIx: Col ..... Soil Textu .. %byVoIuma
Layer _I (Mu"""ll) (USDA) Soli Structure Consl_ Other
Depth Color. Cobbles (Molotl Percent Oravtl ~ Ston ..
r" O"_~" Ap IC,(RX SL FRIABlE
~\\..\.. ~~ \~ .. B \O'(R 54 L5 FRIABlE RooTs
\9"-110· C NONe ~/cBO -~~ .....
1"-I'iO c IO"fR% . OS5ESN. .s L.lo7o Nc».l!: MOISf"
Addltionsl NDtes:
NO SEEf ~o ST.tlNDING ,
tsfoom11' rev. 3115 Foom 11 -sou Sullblilly _nt for On-811e Sewage DlspooII • Page 3 of 8
- - --.-- - - - - - - - - - - - - - -
."
CommonwMlf:l\ of Muuohusett8': '
Cltyirown of ,PGAWAm -StlI'YVEL S 1t<S:: I ' '~
Form 11 • Soli Suitability Asses,sment for On-8lte Sewage Disposal
C~ On~ft8Rrilew{ciOiilliIuecr)-'
0.." 0bI1I'IIItIon Hole NIIII1ber.
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SOIL. SAMPLES '"TAKEN @ 1'0 t
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I SECTION 7
CERTIFIED COpy OF DEED
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' . .... : ,ThiaistoeertlfY.\ilf.t: . . ......
. -1. I, the undersigntd. .8m SeuetUy of_lJt.U:.on:..::l;.t!;~u.d..~~&:.'¥b...A •• ~au.op~,:~, ____ , bainl' the .. _ 8ame c:orporatioll which eJteCUted and ~l1vere(lt6 ...... _,...~.~.Q ... :..'!Ib.!ttt1!.;t.!_.:.._._ .... ____ .,..._ .. _. __ :.:-; :.
. Admimatr.ator ot 'V.etert.na': ~"?-rs..a. ijee~:ait8.~ ~.~.:: ·'?J·~t .. ~i~·~~!_ . ....:. '~t:df ... _ .. ~;-....... _ ... :._, It-:-,.6.Q '.
: . z. · __ ..... :._._ .. :.,~~;W.:~a:.;::;._._~~, .... _;:. .... _. __ ._·_;:::: . ...::~.;~.:.:.-: .. --:i':.~ wbc).~eculed aaid:l1e.d
on behalf of Mid cor~ation • .iia to.u.U~l'.-:-,,']9n;*(#N :thut9fYiIia d.th, ti~.~ he.~t:ea··~ 111m. tnl! chr1,
elected, .qualified-anet ac:f:lng·.~~;·l': ·~~bl-~41d:~at$fu:~.~~iiI btIiIi.;.$i) eleCt:'¢.at:a ~n&:of ~II! board of dil"8Ctot'8 of Aid corporation h'eld oil th ......... : .. .;.:iO~b.: .•. day·o~,.,.:.~U.Q~::._.~-:-_:.\. __ .:._ .. _ ..• :fIfi;Q._ ..• '
8. Said officer who ·exeeuttd· .... ld dftd"".as dul,-ailtboN:teti1:o «ecute·U;.Qb ~al! ot' .lId' COl'pOrat.ron bY'-
.' 'jl'!i;S::tl,.llW16tJ • •• .. tI',-· . )': .. '. : ..... '.:'." " . ::~-.. :..... . -:.
virtue of I Il~J~Uon of the bQa1-(tof'lD(~, ;~~. ad"op~ ~ ~ ,~,-:-":,,~~~.-~.~~ .• -. 18;. .... 60. ':
· ~,]hay;eUitodY~ . .h~Y~~ried~~~~·a;cL~Uie~~~.belcuei·-:::.·· .. ; ". . ....
'. . '. . " " : ." .:. , " .' .
.. ~~~~ ... ; . __ ~.~.~£ .';.,-.6..~~-.;,,-j~.~.~. _.\ , 'f. .:IJ.~""~. , .: .' ........,
BY THE 5 E :.:''':. '. :'.
· . of Agawam. Kam'pd~n
MtiflUQlW,i_. reM cofl,llerat!oll"'W11fjIltto· CHARLES J'~ 'CALA#RESI ~d." 1H.$R§SA J:J. ':',., ';. "
, CItLABR&SE, hU5b~rid. and: W.1f191 as t.ena.~.'s by,.the .edth'I!!:t.y an"", ~ot::a."_ .: .. ,.,
· ·tenant.,s in COtrmlQ:rt, both of gawam, Haiipden'.County, .Kassac~Bitt5,·.~ ..... ;. · .~.' "
... :
.;.' ,
· ';"ith 41,ttkiaitaa nfllf""nhI
~.
Certain .real estate situated in Ag,awam~ Hampden C·ounty • .-:
Massachusetts, bounded and de&eribed as follows: ' . "
BZ;GINNINQ ~t.~ granite stone bound in the ;hs'terly ·line
oC: Suff'1eld Street at the Northwesterly ·corne.r of ·la.rd nOW" o~-fOl'l!l8rly'
of one Penn, and run~ing th.ence N 180 J6 1 E by said. ~rfi~ld .stroet'; ....
tour . hundred ten and 8)/100 (140.8» reet to a p[pe,: tilence' runnin@;'
NIT" 17' E by .aid Suffield Street, r~ty-fi¥.and 45/100 (~5.~5)
feet to a pipe at land of a .. m-eT unknown, thence turning'and runrtiDg.
s. 65° 19' 30" E by last named land, f'our hundred eighty-nine ,and .'
92/100 (489.92) reet t~ a pipe at land now or.formerly of one Adw.-a,
thence running 5 600 11' 30" B by land now or formerly of aQ,id Adalis,.. .
eight hundred ninety-six and 45/100 1896 •• 5) foot to a' bar at . land
now or fonnerly of one Randal.l, t.hence turnine and runnil'll 5 22.0 Apt .10". E
~--...... -. __ .... _.
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fprmer'ly of said', Randall, five . '.
'.: .. ,' . .,' 0
t,o '~:"p~'pe 'at-la"Jl!l nQ'I1 or formerly of one ~t9.dl~~ i
t..r.pncc .. :rullnira~ S 36 ¢tl E'::~'y "lan~ now or fQrmerly of -gni·d :;;"'~..1.(:rr I'
.. : ... ·_,.:.;·t~h~~fy~lj.~it.,~:nd·.65/ioo {~',::~)) 'r9~t:-to a pipe; thp.r.ee r'unnint; '-,.:":
···:·::~:~·{-:j,i~::~-:~~·>]Q~":.$ 'oY'<-l.~~··.Q(j~~·o~ ·f;o.rJllerly of said Sadler, fort.y..:nine "'and .~' ;.·;;5(1~~·' (.49 .. o.s') "!eet' to,a ',plPe.; thelUZp. running S 24° 11' .~ by ~and I~;'~ ":~:.".~
-" . ,
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. '~I11!"'!t.' ~O.~ :-z·r.anita",3~~·~~ bou~d;-at" ·i.a~.d .nat; or 'formerly of Sf'.!..! .?~::';;'
. ;.tl''!'1 ·_then6~", CUl'n.lnQ·.-.o.,~~~j.un~_J;l'lz_·N 62~ SS I 'w by: la~d 'l?OW ',J!' r::n:~erl;·:~!'. ~n~d> ?,;nn, o.~ .. nt •• q};~d;~~,~~l.n.tY . .;~;n'; 1~7991 :::.~.,to the pl~o. Qp.';
. _. 'b~ii'nni Qt.. ' .. :. : ':. ~ . , .~ ~~':"~:.~~-..r.''''-~'':"---~.-~:~:.t\''''~~; .. :-::.~r:-;~~~'''=-'~~~~~~.:'.:".-.. ~~; ,.;.. .~.~~
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A THUE PHOTOCOPY AS RECORDED IN
HAMPDEN COUNTY REGISTRY OF DEEDS
AND IT IS SO CERTIFIED
BOOK OJ 7& 7 PAGE as=S-
ATTEST: / ~ ~ ~ ~ (Y"-REGISTER
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SECTION 8
STORMWATER PERMIT ApPLICATION AND FILING FEE
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Application Date:
Application Fee Paid: ____ _
Date Paid:
Inspection Fee Paid:
Date Paid:
Town of Agawam Department of Public Works
Stormwater Permit Application
Area of Disturbance'
1 to 5 Acres
Over 5 Acres to 20 Acres
Over 20 Acres to 50 Acres
Over 50 Acres
Rev. November 2006
Return this application to:
Town of Agawam Department of Public Works
1 000 Suffield Street
Agawam, MA 01001
Storm Drain Permit Application I Inspection Fees
Application Fees Inspection Fees
$200 $100
$700 $350
$1,500 $750
$1,500 plus $25 per Acre over 50 $750 plus $10 per Acre over 50
'!fthe area of the parcel(s) and area of proJect disturbance differ such that the area of disturbance will be m a lower
fee category, the applicant may submit a certified statement by the project designer, a P.E., of the project's area of
disturbance.
1. Project I Site Information
Samuel Street
Site Address
Agawam
City
JII-2-12
ParcellD
MA
State
6.06 acres
Parcel Size
Is there an existing larger project this site is now a part of?
If yes, name of larger project:
01001
Zip Code
1.15 acres
Number of Acres to be Disturbed
IZINo Ci'es
EXISTING SITE DESCRIPTION: (Example: 5 Acres of forest land, 2 Acre single family reSidence,
50 Acre Farm Land or Attach Project Narrative.)
The sije consists of approximately 6 acres of wooded land with a driveway and a single-family house located on the
western portion of the property.
Page I of4 Storm Drain Permit #: SD _____ _
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2. Builder! Contractor Information
Calabrese Construction, LLC
Builder / Contractor Name
7 Brewster Road
AddreSS
West Springfield
City
Calabrese
Contact / Last Name
3. Owner Information
Charles calabrese
Property Owner Name
15 Woodside Drive
Address
Agawam
City
Calabrese
Contact I Last Name
MA
State
Charles
First Name
MA
State
Charles
First Name
4. Project Description' Features
o Single Family/Multi Family Home
[J New Commercial/Industrial Site Plan
[J Re-grading or Land Disturbance
blather
01089
Zip Code
413-478-0761
Telephone (including area code)
01001
Zip Code
413478-0761
Telephone (including area code)
III Sub-division # of Lots: ...:2=--____ _
o Redevelopment Site Plan
Proposed Project Site includes the following features:
IZI Pnoposed Impervious Area
III Detention Pond
[J Sub-surface Detention /Infiltration
Existing (ft2) _5,,--42_1 __
IZI Wetland Pnotection Act / Conservation Commission Jurisdiction
C River Act / Conservation Commission Jurisdiction
FINAL APPROVED PLAN I CONDITIONS OF PERMIT:
Proposed (fi2) 12,270
Storm Drain Permit #: SD ------
Page 2 of4
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5. Stormwater Management Plan
The Stormwater Permit Application must include submission of a Stormwater Management Plan. The
purpose of the Stormwater Management Plan is to ensure that the runoff from a site has been treated for
water quality and quantity impacts during the construction of the project and during the long term. This
treatment includes, but is not limited to, erosion and sediment control to the extent practicable via
structural and non-structural BMPs during construction and the establishment of structural BMPs for the
long term controls.
See Agawam Stormwater Management Ordinance (Ch. 175-35) and the Massachusetts Erosion and
Sediment Control Guidelines for Urban and Suburban Areas prepared by the Massachusetts DEP
http://www.mass.gov/dep/water/esfull.pdffor additional information and guidance.
The following minimum information must be included within the Stormwater Management Plan.
Project Plan
o A plan identifying the project site area
o Plan must highlight the portion of the area to be disturbed
Short Term -Erosion and Sediment Control Measures
o Written description of proposed temporary BMPs
o A plan at an appropriate scale of those BMPs
o A description and schedule of maintenance of proposed BMPs
o Construction details
o Reporting requirements of erosion and sediment controls
o On-site hazardous materials handling and storage
o Dust control BMPs
o Off·site sedimentation measures
o Plan and procedures
Long Term -Stormwater Quality and Quantity Controls
o Written description of proposed permanent BMP's
o A plan at a scale of not less than 1"= 40' of those BMPs
o Construction details
o Computations in an acceptable format
o A description and schedule of long term maintenance of proposed BMPs
o Reporting requirements for maintenance and inspections as specified by the DPW
o A description of long term maintenance and inspection schedules shall be submitted for site
development projects.
o Construction Certification Statement - A statement to be signed by the contractor and all relevant
subcontractors shall be included, certifying that they have read and understand the construction phase
requirements and agree to comply.
All components of the Stormwater Management Plan shall be prepared and stamped by a licensed
Professional Engineer for all site plans, subdivisions and residential projects greater than 2
building lots.
Stonn Drain Pennit #: SD _____ _
Page 3 of4
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6. Certification Statement
The owner or authorized representative and all contractors and subcontractors shall sign
certification statements as part of the permit application and Stormwater Management Plan. In
signing the plan, the authorized representative certifies that the information is true and assumes
liability for the plan. In addition, the undersigned agrees:
1. To furnish any additional information relating to the installation of use of the storm drain for which
this permit is sought as may be requested by the Superintendent.
2. To accept and abide by all the provisions of Section 175 inclusive of the Ordinances of the Town
of Agawam and of all other pertinent ordinance or regulations that may be adopted in the future.
3. To operate and maintain any storm drain and detention facilities, as may be required as a
condition of the storm drainage permit in efficient manner at all items, and at no expense to the
Town.
4. To cooperate at all items with the Superintendent of PubliC Works and his representatives in their
inspection of storm drains, and any maintenance thereof.
5. To notify the Superintendent of Public Works immediately in the event of any accident,
negligence, or other occurrence that occasions discharge to the storm drain of any wastes or
process waters not covered by this permit or allowed by Section 175 the Ordinance of the Town
of Agawam.
6. To indemnify the Town from loss or damage that may directly or indirectly be occasioned by the
installation of the storm drain and related facility or connection.
Owner Certification:
I certify under penalty of law that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gathered and evaluated the information submitted. Based on my inquiry of the person(s)
who manage the system, or those persons directly responsible for gathering the information, the
information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
X CA.,., a.c=:::= 5· ;2Y20 IS
Applicant's Signature Date
xQ~ ownerSiQfllltUre Date
Contractors and Subcontractors Certification:
I certify under penalty of law that I understand the terms and conditions of the Storm Drain Permit
that authorizes storm water discharges associated with industrial activity from the construction
site identified as part of this certification.
Contractor's Signature Date
x
Subcontractor's Signature Date
APPLICATION APPROVED AND PERMIT GRANTED PERMIT #: 50 ____ _
Signed
Superintendent Date
Page 4 of4
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SECTION 9
STORMWATER MANAGEMENT PLAN (UNDER SEPARATE COVER)
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I SECTION 10
I REQUESTED WAIVERS
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R LEVESQUE p\::.:SOCIATES, INC.
AO School StrHt WestfiEld. MA 0108::;
p 413.568.0985 f 413.568.0986 'L"JJ,JJ."la!aflj.cocn
March 18,2015
Mr. Mark Paleologopoulos, Chairman
City of Agawam Planning Board
36 Main Street
Agawam, MA 01001
RE: Definitive Subdivision Plan -Request for Waivers
Property off of Samuel Street
(Assessors Map Jl1 Block 2 Parcel 12)
RIA Praject # 141001
Dear Mr. Paleologopoulos and Board Members,
Below, please find the waivers that are being requested for the proposed subdivision.
1. A waiver of Section 159-8 D. of the Town of Agawam Subdivision Rules and Regulations requiring the
curbline radius for an intersection of places and lanes to be 25 feet. We are herein requesting a waiver
to allow for the curbline radius to be 15 feet at the intersection of Samuel Street and Woodside Drive.
2. A waiver of Section 159-9 and Figure 4.2 of the Town of Agawam Subdivision Rules and Regulations
requiring the separation between the sanitary sewer and water main to be 10 feet minimum under a
typical road section. We are herein requesting for the separate to be 7 feet.
3. A waiver of Section 159-13 A. of the Town of Agawam Subdivision Rules and Regulations requiring water
mains to be in general 8 inches minimum in diameter. We are herein requesting for the use of a 6 inch
diameter water main.
4. A waiver of Section 159-23 of the Town of Agawam Subdivision Rules ond Regulations requiring
sidewalks to be constructed on both sides of the street within the street right-of-way. We are herein
requesting a waiver to allow for the construction of sidewalks on one side of the proposed roadway.
If any additional information is required, please do not hesitate to contact our office at (413) 568-0985.
Sincerely,
R LEVESQUE ASSOCIATES, INC.
~cL~--
Robert M. Levesque, RLA, ASLA
President
cc; Charles Calabrese
A LAND PLANNING SERVICES COMPANY
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ApPENDIX I
PREVIOUS ENVIRONMENTAL STUDY
CONDUCTED BY R LEVESQUE AsSOCIATES, INC.,
IN MARCH 2015
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R lEVESnUE A~'::JOCIATES, INC.
40 School StrEEt, P.O. BOX 640. WEst~jE:d, MA 01085
p 413.568.0985 . f 413.568.0986 :lJ'JJw.f'IBIOInd.com
Environmental Study
---~ ~ ..... _-/
RLA
Introduction: The Applicant is proposing to construct a two lot subdivision to be located at the northerly
terminus of Samuel Street in Agawam, MA. The proposed subdivision will be constructed in conformance
with the Town of Agawam zoning bylaw and subdivision regulations, The proposed development is
consistent with the surrounding uses
Existing Conditions: Presently, the site contains approximately 6.0 acres, located at the northerly
terminus of Samuel Street, northerly of Woodside Drive. The property to be developed is zoned
Agricultural. There is a single-family home located on westerly portion of the property, approximately
500 feet from the end of Samuel Street. The property is predominantly wooded with deciduous trees and
the topography slopes in a northerly direction toward an off-site, un-named perennial stream and
associated wetland. There are two unpaved driveways crossing the property that provide access to
existing homes on or adjacent to the site.
The southerly and easterly property lines abut single-family houses located on the northerly side of
Woodside Drive. The northerly property is wooded and has a 50' wide easement for access and egress
to the existing end of Samuel Street. The westerly portion of the property is also largely wooded, except
for the area that is cleared surrounding the existing single family home. The westerly property line of the
site abuts the Route 57 Right of Way and provides no access.
Bordering vegetated wetlands and a perennial stream adjacent to the site were flagged by R Levesque
Associates, Inc. personnel and field located as part of the topographic survey. Relevant environmental
buffer zone areas are also depicted on the plan.
Woodside Drive has municipal water and sanitary sewers available to service Samuel Street. The USDA
Web Soil Survey indicates that the property to be developed consists of 91 % Merrimac Soils, 6%
Wareham Loamy Sand and 4% Scarboro Mucky fine sandy. Town GIS mapping indicates the balance of
the site that was not mapped slopes off-site in a generally northerly direction.
Proposed Development: This proposal calls for the improvement of the existing Samuel Street along with
the addition of a 50-foot diameter cul·de-sac to be constructed in compliance with the Town of Agawam
subdivision standards. The total length of the proposed street extension is 234 feet. Two lots are
proposed on the easterly and westerly side of the proposed cul-de-sac and all lots meet or exceed the
minimum dimensions for the Agricultural Zone. The existing public utilities in Samuel Street will be
extended to service the two new homes to be constructed on the cul-de-sac.
The proposed storm-water drainage system will be designed to collect the runoff through catch basins
and drain manholes located within the proposed street extension which will flow into a detention basin to
be located at the southeasterly corner of the property. An overflow will be incorporated into the design of
the basin to provide emergency relief in the event of extreme storm events.
A LAND PLANNING SERVICES COMPANY
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R lEVESOUE A ::: =~OCLe\TES. INC.
40 School StrEEt, P.O. BOX 640. WEst':Eld MA 01085
P 413.568.0985 . f 413.568.0986 ~wUJ.rlaland.colT1
Conclusions: This proposed development which will create two new single family homes on a site that is
approximately six acres in size is in harmony with the surrounding uses of the site and will not adversely
affect the abutting properties in particular or the town as a whole. Potential benefits include better
handling of stormwater runoff across the existing gravel driveways on the site and an increase in the
taxable value of the land to the town.
A LAND PLANNING SERVICES COMPANY
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ApPENDIX II
SITE PLAN SET "DEFINITIVE SUBDIVISION PLAN"
PREPARED FOR CHARLES CALABRESE,
BY R LEVESQUE AsSOCIATES, INC.,
DATED MAy 18, 2015
• •
T own of Agawam
'-'
Planning Board
36 Main Street, Agawam, Massachusetts 01001-1801
Tel. 413-726-9737 Fax 413-786-9927
September 19, 2017
James L. Healey
10 Samuel Street
Agawam, MA 01001
Dear Mr. Healey:
At its duly called meeting held on September 19th, the Agawam Planning Board discussed your
request to landscape the island in the cul-de-sac on Samuel Street. The Board voted to approve
the concept but requests that a proposed sketch of the landscaping be provided to them for their
approval as well as information on who will be maintaining this landscaping. Attached is the
Engineering Department's comment on this request. The Board agrees with Engineering that no
trees should be planted there.
If you have any questions, please contact this office at 726-9737.
Mark R. Paleologopoulos, Chairman
Agawam Planning Board , .... --z::
en
IT1 MRP:prk
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Cc: C. Calabrese <.D
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9
Pamela Kerr
From:
Sent:
To:
Subject:
• •
Michelle Chase
Tuesday, September 19, 201711:05AM
Pamela Kerr; Michael Albro; Vladimir Caceres; Dawn Nims
RE: Samuel Street Cul-de-sac
There is a water main, water lateral and drain line that all run through the island in the cul-de-sac. Shrubs are fine, no
trees though please.
Michelle
From: Pamela Kerr
Sent: Tuesday, September 19, 2017 9:44 AM
To: Michelle Chase <MChase@agawam.ma.us>; Michael Albro <MAlbro@agawam.ma.us>; Vladimir Caceres
<VCaceres@agawam.ma.us>; Dawn Nims <DNims@agawam.ma.us>
Subject: Samuel Street Cul-de-sac
Good Morning -We have a Planning Board meeting today at 12:30 PM. One of the items on the agenda is Mr.
Calabrese's request to allow for the island in the Samuel Street cul-de-sac to be planted with shrubs and a tree. I had
sent the request to your department in hopes of getting your recommendations on this matter. The Definitive Plan
shows the island to have fabric placed with stone on top. Can you please submit your comments on this request this
morning? Thank you.
Pam
1
• •
Town of Agawam
Interoffice Memorandum
To:
CC:
From:
Date:
Subject:
Engineering Department
Planning Board
9/12/17
Request to Landscape Cul-de-Sac Island -Samuel Street
Attached is a request received by the Planning Board to landscape the island in the cul-
de-sac at Samuel Street. The Board will be discussing this request at their September
21 st meeting. Please provide any comments you may on this request prior to the
meeting.
Thank you.
PRK
FROM THE DESK OF ...
YOUR NAME
TITLE
TOWN OF AGAWAM
36MAINST
AGAWAM, MA01001
Email address Here
413-786-0400 X Extension
Fax: 413-786-9927
• •
August 31, 2017
The Town of Agawam Planning Board
RE: Samuel Street
As one of the only residents currently on Samuel Street I am encouraging the planning board to
consider allowing Charlie Calabrese to plant shrubs/bushes/flowers and a tree in the center of
the cul-de-sac.
I believe just having rock-as suggested by the engineering department-would deter from home
values in that area, and specifically 10 Samuel Street. Without questiol'), a center island with
flowers and plants would be aesthetically more appealing given the relatively small size of the
cul-de-sac.
Also, with the expectation that this cul-de-sac will eventually have an additional two homes as
well as mine I think my future neighbors would be in agreement.
Thank you for your careful consideration in this matter.
Sincerely,
_ .. --'" -,J // ,---""---y
James l. Healey
10 Samuel Street
RECEIVED
SEP 05 2017
AW .. ", •. : .. M
PLANNING BOARD
• •
DRAINAGE EASEMENT
KNOW ALL MEN BY THESE PRESENTS, that CHARLES R. CALABRESE of
15 Woodside Drive, Agawam, Massachusetts for the consideration of LESS THAN ONE
HUNDRED DOLLARS ($100.00) and other good valuable and sufficient consideration
received to its full satisfaction of the TOWN OF AGAWAM, MASSACHUSETIS, a
Municipal Corporation duly established under the laws of the Commonwealth of
Massachusetts and located at 36 Main Street, Agawam, County of Hampden,
Massachusetts does give, grant, bargain, sell and confirm unto the said TOWN OF
AGAWAM, MASSACHUSETTS, its successors and assigns forever, a perpetual right,
privilege, authority and easement over the following parcel of land hereinafter described
for the purpose of access and entering upon said parcel of land with such machinery,
tools, apparatus as is necessary to construct, repair, and maintain said drainage system
as is necessary to construct, repair, and maintain said drainage easement shown on
said plan of land northerly of Woodside Drive and Samuel Street, Agawam,
Massachusetts.
The above described parcel of land as a 20' Drain Easement as shown on plan entitled
"Definitive Subdivision Plan, Samuel Street North of Woodside Drive and Samuel
Street, Agawam, Massachusetts" recorded in the Hampden County Registry of Deeds in
Book of Plans , Page ______ _
Said parcel is bounded and described as follows: Beginning at a concrete bound on the
easterly sideline of Samuel Street; thence running along a curve to the right, the radius
being 15.00 feet for a length of 15.12 feet to a concrete bound to be set; thence running
along a curve to the left, the radius being 60.00 feet for a length of 11.92 feet to a point;
thence running S72-56-34E for a distance of 71.50 feet to a point; thence running S85-
01-21E for a distance of 59.78 feet to a point; thence running N25-22-27E for a distance
of 91.48 feet to a pOint; thence running S80-42-51 E for a distance of 77.02 feet to an
iron pipe to be set at land NfF D. Koehne; thence running S25-22-27W along land NfF
D. Koehne for a distance of 106.65 feet to an iron pipe to be set at land NfF J. Zele;
thence running N85-01-21W along land NfF J. Zele for a distance of 133.41 feet to an
iron pipe to be set at land NfF E. Toon ; thence running N72-56-34W along land NIF E.
Toon for a distance of 90.00 feet to the concrete bound at the place of beginning. Said
described drain easement contains 10,928 square feet of land.
TO HAVE AND TO HOLD the above granted rights, privileges, authority and easement
unto the said Grantee, its successors and assigns forever, to its and their own proper
use and behoof.
3~ ,"J'
• •
Witness my hand and seal this';)-day of January, 2016
Witness CHARLES"R. CALABRESE -...
COMMONWEALTH OF MASSACHUSETTS
Hampden, ss:
On this ;)J-: day of January, 2016, before me, the undersigned Notary
Public, personally appeared CHARLES R. CALABRESE proved to me through
satisfactory evidence of identification, which was , to be
the person whose name is signed on the preceding or attached document, and
acknowledged to me that he signed it voluntarily for its stated purposes.
My Commission expires:
, Notary Public
'! . <iMALOI . ,I :\rlassachusetts
.•. .• ·,,",115,2019
• •
IT WITNESS WHEREOF, the PLANNING BOARD OF THE TOWN OF
AGAWAM, has accepted the rights conveyed hereby and has signed and
acknowledged this instrument and shall cause it to be recorded in the Registry of De~ds
for HamPd~nftr/behalf of the Town of Agawam, Massachusetts, this ifF']
day of ,0,2016.
Town of Agawam
Witness By:
COMMONWEALTH OF MASSACHUSETTS
Hampden, ss:
On this .z;t A. day of khrvt<.0 me, the
undersigned Notary Public, personally appeared mW':J1L.!~~'.WJ.~~M!~f the Town
of Agawam, Planning Board proved to me thr
identification, which was y 0 ;c;,..o I ,to be the person whose
name is signed on the pr ceding or attached docum t, nd acknowledged to me that
he/she signed it voluntarily for its stated purposes.
tary Public
: 7-/S-,;2~
Pamela Kerr
From:
Sent:
To:
Subject:
Attachments:
•
Michelle Chase
Thursday, February 04, 2016 11:41 AM
Pamela Kerr; Vince Gioscia; Vince Gioscia
RE: Easement -Samuel Street
scan0515.tif
•
The description matches up to the plans (see attached). Looks good to me. Sorry for the delay in getting this to you.
Michelle C. Chase, P .E.
Town Engineer
P: 413-821-0625
F: 413-82Hl631
Agawam -Engineering Division
1000 Suffield Street
Agawam, MA 01001
www.agawam.ma.us J':J Please consider the environment before printing this email
From: Pamela Kerr
Sent: Friday, January 22, 2016 2:22 PM
To: Michelle Chase; Vince Gioscia; Vince Gioseia
Subject: Easement -Samuel Street
Hi -Can you please review the attached Easement for Mr. Calabrese's subdivision on Samuel Street? This item will
appear on the Planning Board's February 4th agenda.
Pam
Pamela R. Kerr
Administrative Assistant
Office of Planning & Community Development
413 786-0400, ext. 8737
413726·9737 (direct)
Fax 786-9927
1
Pamela Kerr
From:
Sent:
To:
Subject:
Looks ok to me.
Sent from my iPhone
•
Vince Gioscia
Thursday, February 04, 2016 2:32 PM
Pamela Kerr
Re: Easement -Samuel Street
On Feb 4, 2016, at 2:25 PM, Pamela Kerr <PKerr@agawam.ma.us>wrote:
•
Hi Vince -Did you get a chance to look at this? The Planning Board voted to sign it today pending your
approval. Thanks!
Pam
Pamela R. Kerr
Administrative Assistant
Office of Planning & Community Development
413786·0400, ext. 8737
413 726·9737 (direct)
Fax 786·9927
From: Pamela Kerr
Sent: Friday, January 22, 2016 2:22 PM
To: Michelle Chase; Vince Gioscia; ·vgioscia@agawam.ma.us·
Subject: Easement -Samuel Street
Hi -Can you please review the attached Easement for Mr. Calabrese's subdivision on Samuel
Street? This item will appear on the Planning Board's February 4th agenda.
Pam
Pamela R. Kerr
Administrative Assistant
Office of Planning & Community Development
413 786·0400, ext. 8737
413 726·9737 (direct)
Fax 786·9927
<Samuel Street Drainage Easement.pdf>
1
• (
Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
Tel. 413-786-0400 Fax 413-786-9927
MEMO
TO: ENGINEERING
FROM: PLANNING
DATE: 10/8115
SUBJECT: SAMUEL ST MYLARS FOR REVIEW
Please review the Attached mylars for Samuel Street to be sure they are ready for board
signatures for the meeting on 10115115. Thank You.
:MS
:JC
• •
From: LETTER OF TRANSMITTAL
R LEVESQUE ASSOCIATES2 INC. Date: /0-8-z..o,~
A Land Planning Services Company ProiectNo: / <,//00 I
'W\'\.'W.rlaland.com Proiect Name: ill?;C/:v, .'rl' vt!"" S",$ P,I/IJ/;'-'> /~iA,v
40 School Street, P.O. Box 640, Westfield, MA 01086 RE: ..5~#-€G 6'71Ce"i?r
413-568-0985 (0) 413 -568-0986 (F)
~ , 7 1------" To: '24/<>/,-, /'",f ,-7 ~"" i>11Y1 V,.J, "/ 7){jV"~,RMC-.-v7
3(" /l"l,4uJ 67:e€Gr 414 OA-<A ?V1
Attention:
We Are Transmitting to You: 0 Under Separate Cover VIA 0 Attached
X 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 o Other O/~7-,;vAL !U'::/. L4fl-S
Number DWG.lRevision Drawing Description of CODies Date Number
~ /hA'-I ;8-~;.>
1 I'D <5Net?R> j1A <-I LA I!-/;;,.'z-5/""..,. '1'V!2-e J
These are Transmitted as Noted Below:
For Approval 0 Approved as Submitted o Resubmit __ Copies for Approval
0 For Information 0 Approved as Noted 0 Resubmit __ Copies for Distribution
0 For Action 0 For Corrections 0 Return --Corrected Prints
X As Requested 0 For Review and Comments 0
Remarks:
0 '" ~ .:!l
"" 0 U ---
Note:
By: / C7 ,/¥1 ,Av[?/Z/
If Enclosures are not as noted, please notify us at once.
White: Addressee Yellow: Project Notebook Pink: Main File
To:
CC:
From:
Date:
Subject:
• •
TOWN OF AGAWAM
Department of Public Works
1000 Snftield Street • Agawam, MA 01001
Tel (413) 8210600 • Fax (413) 821 0631
Christopher J. Golba • SuperinteDdent
MEMORANDUM
R. Levesque Associates, Inc., Pl81llling Board
File
Engineering Division
October 15, 2015
Subdivision -Samuel Street -Calabrese
Per your request, we have reviewed the Site Plan entitled "Definitive Subdivision Plan -Proposed Two-Lot
Subdivision; Samuel Street, Agawam, MA; Prepared by: R. Levesque Associates, INC -40 School Street, Suite
203, Westfield, MA; Scale 1"=40'; Dated 5/1812015"; all comments have been addressed per the revised sheets:
We have no further comments at this time.
Engineering reserves the right to make additional comments as new information is submitted.
Sincere~
Roland Barbeito, E.I. T.
Civil Engineer I Town Engineer
-
•
COVENANT
The undersigned, Charles A. Calabrese, President and Treasurer, Calabrese Construction Co.,
hereinafter called the "Covenantor", having submitted to the Planning Board of the Town of
Agawam a definitive plan of a subdivision entitled Samuel Street and particularly lots I and 2
does hereby covenant and agree with said Planning Board and the successors in office of said
Board, pursuant to General Laws (Terr.Ed.) C. 41, Section 81U, as amended that;
I. The Covenantor is the owner of record of the premises shown on said plan.
2. This Covenant shall run with the land and be binding upon the executors, administrators,
heirs and assigns of the Covenantor, and their successors in title to the premises on said
plan.
3. The construction of ways and the installation of municipal services shall be provided to
serve any lots in accordance with the applicable rules and regulations of said board before
such lot may be built upon or conveyed, other than by mortgage deed, provided that a
mortgagee who acquires title to the mortgaged premises by foreclosure, or otherwise, and
any such lot subject only to the portion ofthis Covenant which provides that no lot so
sold shall be built upon until such ways and services have been provided to serve such
lot; provided however, that prior to release of a lot or lots to be built upon or conveyed,
the Board may require a deposit of money sufficient in the opinion of the Board to secure
final completion of ways and services required for the lots in the subdivision, as shown
on said definitive plans.
4. Nothing herein shall be deemed to prohibit a conveyance subject to this covenant by a
single deed of the entire parcel ofland shown on the subdivision plan of all lots not
previously released by the Planning Board, without fust providing such ways and
servIces.
5. This Covenant shall take effect upon approval of said plans.
6. Reference to this covenant shall be entered upon said plans and this Covenant shall be
recorded when said plan is recorded.
EXECUTED AS A SEALED INSTRUMENT THIS
BY~A~
Charles A. Calabrese, President & Treasurer
Calabrese Construction Co.
COMMONWEALTH OF MASSACHUSETTS Hampden, ss
On this ? 5 day o~~. ~ = b~fore me, the undersigned notary PUbli~ persona~eared ~"'1 c... ' proved to me through:::
satisfactory evidence of i etltification to be the person whose name is signed on the precedblg or
attached d ent, and clm Je ged to me that it voluntarily for its stated~
/ ( /(" .-
~N~0~t~~~r-~~-P~~~7!
purpose.
My Commission Expires
• •
PERFORMANCE AGREEMENT
SAMUEL STREET
LOTS I & 2 INCLUSIVE
THIS AGREEMENT made by and between Calabrese Construction Co., Inc., a corporation, Charles
A. Calabrese its President and Treasurer and Charles A. Calabrese, an individual, hereinafter called the
DEVELOPER, having a usual place of business at 7 Brewster Road, West Springfield, Massachusetts and the
Town of Agawam, Massachusetts, a municipal corporation having a usual place of business at 36 Main Street,
Agawam, Massachusetts 01001, acting through its Planning Board, hereinafter called the TOWN; witnesseth:
WHEREAS, the DEVELOPER desires to carry out the development oflots I thru 2 inclusive as
shown on a set ofdefmitive plans recorded in the Hampden County Registry of Deeds as indicated below:
DEFINITIVE SUBDIVISION PLAN -SAMUEL STREET
NORTHERLY OF WOODSIDE DRIVE & SAMUEL STREET
AS PREPARED FOR CHARLES R. CALABRESE
15 WOODSIDE DRIVE
AGAWAM, MASSACHUSETTS
R. LEVESQUE ASSOCIATES
DATE: MAY 18,2015, REVISED JUNE 18,2015
HCRD BOOK PAGE
AND WHEREAS, on June 18,2015 the PLANNING BOARD of the TOWN endorsed plans
entitled:
DEFINITIVE SUBDIVISION PLAN -SAMUEL STREET
NORTHERLY OF WOODSIDE DRIVE & SAMUEL STREET
AS PREPARED FOR CHARLES R. CALABRESE
15 WOODSIDE DRIVE
AGAWAM, MASSACHUSETTS
R. LEVESQUE ASSOCIATES
DATE: MAY 18,2015, REVISED JUNE 18,2015
NOW, THEREFORE, in consideration ofthe approval of the definitive Plans by said TOWN,
providing for the construction of ways, clearing, grading and installation of municipal services to the above
mentioned lots; the DEVELOPER hereby agrees to perform the required improvements in accordance with the
"Rules and Regulations of the Planning Board as it Refers to Subdivision Control", as amended, and to
construct the following items of work in a manner satisfactory to the TOWN:
CONSTRUCTION STANDARDS AND REQUIRED IMPROVEMENTS: Section V of "Rules and
Regulations of the Planning Board as it Refers to Subdivision Control", amended March 7, 1974, is hereby
supplemented by the follOWing descriptions, modifications, additions and deletions. These Construction
Standards and Required Improvements shall prevail over those published in Section V and the Definitive Plans
only where there is a discrepancy, and where the Town Engineer determines that these Construction Standards
are more stringent.
Wherever the term "Massachusetts Standard Specifications" is used it shall refer to "The Commonwealth of
Massachusetts Department of Public Works Standard Specification for Highways and Bridges", 1973 ed.,
including the latest Supplemental Specifications. The term "Town Engineer" shall mean the Agawam Town
Engineer, acting directly or through an authorized representative, such representative acting within the scope
of the particular duties entrusted to him.
The DEVELOPER shall notifY the TOWN through its Department of Public Works in writing at least
forty-eight (48) hours in advance ofthe time when he plans to begin work on any ofthe improvements required
by this Agreement. Failure on the part ofthe DEVELOPER to provide such notification shall be cause for the
TOWN to require the DEVELOPER to excavate and reconstruct the improvements as necessary in order to
insure that the work has been done in a satisfactory manner.
• •
A. Street and Roadway: The entire area within the street layout shall be cleared of all stumps, brush,
roots, boulders, debris and all trees not intended for preservation. All loam, clay, peat and other
unsuitable material encountered within the layout shall be excavated and replaced with granular
material conforming to Massachusetts Standard Specifications MI.OI.O to a depth of 4 feet below the
subgrade.
Install subdrains where the seasonal high groundwater elevation is within 4 feet of the proposed
roadway surface. Subdrain sizes and locations shall be subject to the approval of the Town Engineer
and shall be installed wherever necessary in the opinion ofthe Town Engineer. Subdrains shall
conform to Massachusetts Construction Standards 209.1.1. All rock encountered within the street
layout shall be excavated and replaced with granular material conforming to Massachusetts Standard
Specifications MI.OI.O to such a depth of 4 feet below the subgrade.
Before placing any subbase or base materials, the entire subgrade area shall be fme graded and
compacted to not less than 90 percent of maximum dry density as determined by AASTHO Test
Designation T99 Compaction Test Method C. Special Borrow for subbase shall conform to
Massachusetts Standard Specifications M2.01.1. Subbase and base courses shall be fine graded and
compacted to not less than 95 percent of maximum dry density in accordance with Section 401 and
Section 405 ofthe Massachusetts Standard Specifications. The DEVELOPER shall be responsible
for reimburSing the TOWN for the cost of all soils testing.
The roadway surface shall be Class I Bituminous Concrete Type I-I applied in Two (2) courses in
accordance with Section 460 of the Massachusetts Standard Specifications. The top course shall not
be applied until one (I) winter season has passed since the completion of all underground work within
the subgrade area. Only the roadway designs or alternatives shown on the Defmitive Plans shall be
constructed.
Bituminous concrete curb conforming to Massachusetts Construction Standard 106.2.0, Type 2 shall
be installed on both sides of the roadway. Granite curbing shall be installed along the arc of the
curve at intersections. Type SA edging shall be used on Places and Lanes, and Type V A vertical
curb shall be used on Sub-Collectors and Collectors, unless otherwise directed by the Town
Engineer.
B. Sanitary Sewers: Submit an "Application for Permit for Extension of Sewerage System" to the
Superintendent of Public Works for his recommendation to the Director of the Massachusetts
Division of Water Pollution Control. After receipt of a Sewerage Extension Permit, pay all fees
and deposits, and apply for a connection to the public sewer.
Install asbestos-cement, PVC or approved equal sewer pipe and fittings conforming to Massachusetts
Standard Specifications MS.02. 7, of the size, class and at the lines and grades shown on the
Definitive Plans. The minimum design flexure strength of asbestos-cement sewer pipe shall be class
2400 for sizes 4 and 6 inch diameters and class 3300 for sizes 8 through 12 inch diameter. The
minimum PVC sewer pipe class shall be SDR 35, however, special bedding will be required.
Building sewer connections shall be at least 4 inch diameter laid at 118 inch per foot pitch minimum,
and shall be separated from the water services by at least 10 feet horizontally. Building sewer
connections shall not be made directly into manholes. Long sweep elbows shall be used for all
bends II 112 degrees or greater. A cleanout shall be installed no further than 20 feet upstream of
any 45 degree or 90 degree bend. No foundation drains or roof leaders shall be connected to the
sanitary sewers.
Bedding shall conform to Subsection 230.61, and backfilling shall meet the requirements of
Subsections 120.60B, 150.60 and 150.64 of the Massachusetts Standard Specifications. A special
bedding of sand borrow conforming to M1.04.0 TYPe shall be well compacted around all PVC sewer
pipe a minimum distance of I foot. Where the bottom of the trench is, in the opinion of the Town
Engineer, found to be unstable, the DEVELOPER shall excavate the unsuitable material to the
width and depth ordered by the Town Engineer, and shall replace all unsuitable materials, as directed,
with a well compacted foundation consisting of granular material conforming to MI.02.0 (maximum
stone size of2 inches) or crushed stone conforming to M2.01.1 of the Massachusetts Standard
Specifications. Where rock is encountered it shall be removed to a depth of I foot below and from
all sides of the pipe or structure.
Precast concrete sewer manholes shall conform to Agawam Construction Standard 202.4.1 and shall
be installed in accordance with Section 201 of the Massachusetts Standard Specifications. Pipe
connections to manholes shall be made with a flexible rubber boot and shall be cast in a 6 inch
concrete collar. Inverts shall be brick conforming to Massachusetts Stand Specifications M4.05.1.
Preformed bituminous joint filler shall conform to M3.05.3 and cement concrete brick for adjusting
frames and covers shall conform to M4.05.0 of the Massachusetts Standard Specifications. Type A
frames and covers shall conform to Massachusetts Construction Standards 202.6.0 and 202.8.0, and
shall have the word "SEWER" imprinted in 3 inch high letters on the cover.
The DEVELOPER shall furnish the labor and equipment, test plugs, gauges and appurtenances
Page 2 of 8
• •
necessary for air testing all sanitary sewer pipes. Ifleakage of air at 4 psi exceeds O.IS CFM per
square foot in any section of pipe, as determined by the Town Engineer, the DEVELOPER shall
locate the leaks and repair them at his own expense. In no event shall the total infiltration or
exfiltration including manholes, exceed the equivalent of 100 gallons per 24 hours per incb diameter
per mile of sewer main, in any section of the sewer system, as determined by the Town Engineer.
C. Drainage: If any storm drains are to be connected to the TOWN drainage system, the DEVELOPER
shall apply to the Superintendent of Public Works for a permitto connect to the public storm drains,
and pay all fees and deposits required.
Install reinforced concrete storm drain pipe conforming to Massachusetts Standard Specifications
MS.Ol.l, ofthe size, class and at the lines and grades shown on the Definitive Plans. Storm drain
connections to foundation drains and roof leaders shall be installed as shown on the Definitive Plans,
and shall be at least 4 inch diameter laid at 1/8 inch per foot minimum pitch. The minimum
flexure strength of 4 and 6 inch diameter asbestos cement pipe shall be class 2000 D. The minimum
PVC pipe class for storm drain connections shall be SDR41, however, special bedding will be
required.
Bedding shall conform to Subsection 230.61, and back-filling shall meet the requirements of
Subsections 120.60B, ISO.60 and ISO.64 ofthe Massachusetts Standard Specifications. A special
bedding of sand borrow conforming to Ml.04.0 Type b shall be well compacted around all PVC drain
pipe a minimum distance of 1 foot. Where the bottom ofthe trench is, in the opinion oftbe Town
Engineer, found to be unstable, the DEVELOPER shall excavate the unsuitable material to the width
and depth ordered by the Town Engineer, and shall replace all unsuitable materials, as directed, with a
well compacted foundation consisting of granular material conforming to M 1.02.0 (maximum stone
size of2 inches) or crushed stone conforming to M2.01.1 of the Massachusetts Standard
Specifications. Where rock is encountered it shall be removed to a depth of I foot below and from
all sides of the pipe or structure.
Storm drain manholes and Type C (Slope) catch basins shall conform to Agawam Construction
Standards 202.2.1 and 201.3.1 respectively. Precast concrete catch basin tops shall be as
manufactured by New England Precast Concrete, Agawam, MA; Arrow Concrete Products, Inc.,
Granby, CT; or approved equal. Cement concrete brick for inverts and adjusting frames and
covers shall conform to Massachusetts Standard Specifications M4.0S.0. Manhole frames and
covers shall be Type A confonning to Massachusetts Construction Standards 202.6.0 and 202.8.0 and
shall have the word "DRAIN" imprinted in 3 inch high letters on the cover.
Class A cement concrete masonry and steel reinforcement work shall conform to Section 90 I ofthe
Massachusetts Standard Specifications. Headwalls shall be constructed to the designs and
dimensions indicated on the definitive Plans, and as directed to close conformity with the lines and
grades established by the Town Engineer. Headwalls shall be built in accordance with
Massachusetts Construction Standards 206.4.0 or 206.6.0.
Rip-rap, charmel paving and stone for pipe ends shall consist of furnishing and installing uniformly
placed stonework at the lines and grades shown on the Defmitive Plans, in accordance with Section
258 and 983 ofthe Massachusetts Standard Specifications. Stone shall conform to M2.02.3 with the
exception that rounded cobbles meeting the weight specifications may be used with the approval of
the Town Engineer.
D. Water: Install 8-inch Class 52 cement lined ductile iron water mains, or larger as shown on the
Definitive Plans. Ductile iron pipe shall conform to Massachusetts Standard SpeCifications MS.OS.3,
Class S2. Joints shall be bell and spigot elastomeric gasket rings conforming to ANSI Specification
A21.11. Standard laying lengths shall not exceed 20 feet. Ductile iron pipe shall be polyethylene
encased in accordance with ASTM Specification A674.
Hydrants shall be Protectop Type S as manufactured by A.P. Smith Manufacturing Co., East Orange,
NJ; or approved equal. Hydrants shall have a 5-inch main valve seat, a bury length of 5.5 feet
minimum, or as required for each individual installation, and shall be furnished with two (2) 2 112
inch hose nozzles. One (I) additional 4 112 inch steamer nozzle shall be furnished on the hydrant
when deemed necessary by the Town Engineer. A hydrant tee and valve shall open left,
counterclockwise. Gate valves shall be New York Metropolitan Standard meeting the requirements
of AWWA Specification C500, and shall have mechanical joint ends. Valve boxes shall be 4 1/2
inch diameter and the cover shall include the word "WATER" cast in the top.
Corporations shall be New England Standard and shall be Mueller H-IS002, Ford F-600NE, or
approved equal. Curb stops shall be New England Standard and shall be Mueller H-15212, Ford
Z22-333 SW, or approved equal. Type K copper tubing for water services shall be a minimum of
3/4 inch diameter.
Where rock is encountered it shall be removed to a depth of I foot below the bottom ofthe pipe.
Only granular material approved by the Town Engineer shall be used as backfill in any trench
excavation.
Page 3 of 8
, • •
E. Sidewalks and Treebelts: The DEVELOPER shall construct sidewalks on both sides of the roadway
of such width as is shown on the Definitive Plans. The gravel subbase and base courses shall consist
of a 6 inch gravel subbase and 2 inch processed gravel base conforming to Massachusetts Standard
Specifications Ml.03.0 Type b, and Ml.03. 1 respectively, and said courses shall he wider by 3 inches
on both sides than the bituminous surface. The bituminous concrete sidewalk surface shall he 2
inches thick laid in two (2) courses I inch each, and shall conform to the applicable requirements of
Section 701 ofthe Massachusetts Standard specifications.
neebelts shall be constructed on both sides of the roadway to the width indicated on the Defmitive
Plans. Loam meeting the requirements of Massachusetts Standard Specifications Ml.05.0 shall be
placed to a minimum compacted depth of 6 inches. The DEVELOPER shall submit samples of the
loam to the Town Engineer for analysis and determination of the amount of lime and fertilizer
required. The work shall conform to Section 760 of the Massachusetts Standard Specifications, and
the grass seed shall meet the requirements ofM6.03.0. A copy ofthe seed certificate shall be
submitted to the Town Engineer. The treebelts shall be watered, reworked, and reseeded as
necessary to develop a satisfactory stand of grass.
F. Utilities: Street lights shall be installed by the DEVELOPER at his expense and he shall be
responsible for the cost of lighting until the street is accepted by the TOWN. Street lights shall he
the type adopted by the Utility Committee of the Town Council. All underground utilities and
service connections shall be installed prior to the construction ofthe roadway surface.
G. Insoection: The DEVELOPER shall notifY the Department of Public Works of the TOWN at least
forty-eight (48) hours in advance of the time when he plans to begin or resume work on any of the
improvements required by this Agreement. The TOWN will charge the DEVELOPER at the
hourly rate established by the Department of Public Works for inspecting the work. No work will be
accepted by the TOWN which has not been inspected on a daily basis during its progress. The
presence of an inspector shall in no way relieves the DEVELOPER from full responsibility for
completing the required work and providing the workmanship and materials specified.
H. Shade Trees: On each lot two (2) shade trees shall be planted within twenty (20) feet from the street
line and located so as not to conflict with underground utilities and sight distances. At the
discretion of the Tree Warden, the shade trees may be planted on the treebelt within the street
layout. Trees shall be 2 112 inches minimum in diameter, balled, burlaped, native and hardy
species as approved by the Planning Board, and shall be planted subject to the direction of the Tree
Warden. The DEVELOPER shall guarantee for one (I) full year that the trees remain alive and
healthy.
I. Clearing and Grading: Clear and grade the site as shown on the Defmitive Plans. All areas not to
be paved which are disturbed by the DEVELOPER shall be limed, fertilized, seeded, mulched,
watered, reworked and reseeded as necessary until a satisfactory stand of grass takes hold to prevent
erosion. Any work performed on the banks of streams, drainage ditches or swales shall receive
priority. Mulching and seeding for erosion control shall conform to Section 767 of the
Massachusetts Standard Specifications. Seed for erosion control shall meet the requirements of
M6.03.1.
Where indicated on the Definitive Plans or deemed necessary by the Town Engineer to prevent
erosion, haybales shall be placed. Hay bales shall meet the requirements ofM6.04.! and shall weigh
at least 50 pounds each. Hay bales shall be placed in uniform rows and secured to at least two (2)
2" x 2" x 36" stakes driven into the ground to prevent overturning, floatation, or displacement. Any
deposited sediment that collects at the hay bale structures shall be removed periodically as directed by
the Town Engineer.
Lightweight paper netting shall be applied on slopes steeper than 3: I and on seeded areas shown on
the Definitive Plans or as directed by the Town Engineer. The netting shall be secured to the ground
with I" x I" x 12" stakes spaced no more than 6 feet apart to prevent it from blowing or washing
away. The netting shall be removed when and as directed by the Town Engineer.
J. Loam or Topsoil: No loam or topsoil shall be removed from the subdivision until all work is
completed, and then only with a special permit from the Board of Appeals as required by Section
20-8(g) of the Town Code.
K. Excavations: All excavations within the street layout, and to dwellings shall be barricaded,
protected, lighted at proper times, and promptly backfilled as required by the Superintendent of Public
Works and the Chief of Police. Any person not directly employed or under contract with the
DEVELOPER, who wishes to excavate within the street layout must first obtain a permit from the
Superintendent of Public Works as required by Section 16-4(a) of the Town Code. Right of entry or
an appropriate utility easement must be given before a permit will be issued.
L. Permits: Each lot line must be clearly marked, and the lot identified by lot and street number,
before the Building Inspector will make any inspections. Any sign required to be erected under an
Page 4 of8
• •
Order of Conditions issued by the Conservation Commission shall be maintained in good condition
until a Certificate of Compliance is obtained by the DEVELOPER.
M. Protection of Natural Features: All natural features to be preserved shall be suitably protected by the
DEVELOPER during construction. The DEVELOPER shall notify the Tree Warden at least one
(I) week prior to clearing ofthe site. No evergreen tree, shrub or tree over 8 inches in diameter
outside the street layout and building site shall be removed without the consent of the Tree Warden.
N. Cleaning Up: Before fmal inspection, the total area shall be cleared of debris, both natural and
materials generated by construction. The particular attention of the DEVELOPER is directed to the
requirement that on the day of the fmal inspection all paved areas must be swept and the drainage
structures cleaned.
O. Monuments: All monuments shown on the Definitive Plans shall be set, and their installation shall
be certified by a registered land surveyor as of the date of final inspection. Monuments marking
the street layout shall be granite or precast concrete bounds conforming to Massachusetts
Specifications M4.04.8 or M4.06.1, set flush with finish grade. Iron pipe I 112 inch diameter,
schedule 40 galvanized, 3 feet long, may be used at lot corners, except where a granite or precast
concrete bound is required for marking the street lines.
P. Street Acceptance: The DEVELOPER shall submit to the Town Engineer for review the fmal street
layout plans and legal description suitable for recording in the Hampden County Registry of Deeds.
The plans and description shall both meet the standards of the Street Acceptance Committee and the
Department of Public Works, and shall be revised if required by the Street Acceptance Committee
after an on-site public hearing. After completion of all of the improvements required by this
Agreement, the DEVELOPER shall submit to the Town Council a Petition for Street Acceptance; and
an Affidavit, releasing the TOWN from all damages which the DEVELOPER and his successors or
assigns may incur by reason of acceptance of the street by the TOWN; together with the Street
Acceptance Plans referred to above.
Page 5 of 8
• •
PERFORMANCE GUARANTEE: The DEVELOPER shall guarantee to the TOWN the faithful performance by
the DEVELOPER within two (2) years after the date of this Agreement, or any extension thereof, of all work
required herein. The DEVELOPER shall also repair, to the satisfaction of the TOWN, any damage to or failure
of any completed work which may occur during the term ofthis Agreement.
If the DEVELOPER fails to perform the work within the time specified and in accordance with the terms of this
Agreement or, in the event that the DEVELOPER shall not satisfY all claims and demands incurred in connection
with said improvements and work as herein specified, the DEVELOPER shall pay to the TOWN an amount of
money which will equal the measure of damages sustained by the TOWN as a result ofthe failure to perform the
work. The measure of damages shall be established by determining the lowest reasonable cost to complete the
work unfinished plus reasonable administrative expenses, attomey=s fees and legal costs incurred by the TOWN
in case of breach of this Agreement by the DEVELOPER. The TOWN need not expend any funds to establish
the said measure of damages, said measure of damages to be established by reasonable estimate to complete the
said work plus the said administrative expenses, attomey=s fees and legal costs herein mentioned.
The DEVELOPER further warrants that all work done under this Agreement will be performed and completed in
a workmanlike manner, and that the said work will be fit for the use intended.
Page 6 of 8
.• • •
NOTIFICATION OF COMPLETION: Upon completion of all work required herein, the DEVELOPER shall
notify the TOWN, by registered mail sent to both the Town Clerk and the Planning Board, that the work is
ready for final inspection with respect to the release of the Performance Guarantee. Release of the
Performance Guarantee is contingent upon all work being completed in accordance with the Construction
Standards and Required Improvements included herein.
IN WITNESS WHEREOF, this instrument is execu~ inA 4) counter parts, each one of which shall be
deemed an original this the 20 tM day of ~ .,. 12<. 20.Lr"""'
ATTEST: DEVELOPER:
CALABRESE CONSTRUCTION CO., INC. £24 r2~ By (XI Qth
(witness to developer) . _______ Charles A. Calabrese, PreSIdent & Treasurer
(.~t..~) ~., lJ6foiJd~",;~ -
TOWN
TOWN OF AGAWAM, MASSACHUSETTS
PLANNIN~ ~
DATE:
TOWN COUNSEL
Page 7 of 8
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CERTIFIED MAIL" RECEIPT
(Domestic Mail Only; No Insurance Coverage Provided)
, "
OFF I C I A l U S E
Posta,. $
Certffied Fee
Retum Receipt Fee (Endorsement Required)
Postmark
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Restricted Delivery Fee
(Endorsement Required) · Total Postage & Fees $ •
~::_~:(~~ __ kJ __ ~~~_kL~ ____________________
.... ,. Apt. No,; ~;:e{ zy--:
"' PO Box No. I tui" ' ___________________ l ______________________________________________________________
City, State.ZJP+4 A, FnP'J 0/00/
Certified Mail Provides:
• A mailing receipt
• A unique identifier for your mailpiece
• A record of delivery kept by the Postal Service for two years
Important Reminders:
• Certified Mail may ONLY be combined with First-Class Mail® or Priority Mail®-
• Certified Mail is not available for any class of international mail.
• NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For
valuables, please consider Insured or Registered Mail.
• For an additional fee, a Retum Receipt may be requested to provide proof of
deliver;. To obtain Return Receipt service, please complete and attach a Return
Receipt-(PS Form 3811) to the article and add applicable postage to cover the
fee. Endorse mailpiece "Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS® postmark on your Certified Mail receipt is reqUired.
• For .ej1 additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement HRestrictedDeliveryU,
• If a postmark on the Certified Mail receipt is desired, please present the arti~
cle at the post office for postmarking. If a postmark on the Certified Mail
receipt is not needed, detach and affix label with postage and mail.
IMPORTANT: Save this receipt and present it when making an inquiry.
PS Form 3800, Augus12006 (Reverse) PSN 7530-02-000-9047
• •
Town of Agawam
June 22, 20 IS
Charles R. Calabrese
15 Woodside Drive
Agawam, MA 01001
Dear Mr. Calabrese:
36 Main Street Agawam, Massachusetts 01001-1801
Tel. 413-786-0400 Fax 413-786-9927
At its duly called meeting held on June 18,2015, the Agawam Planning Board voted to approve
the Defmitive Plan entitled "Definitive Subdivision Plan -Samuel Street", as prepared for
Charles R. Calabrese", prepared by R. Levesque Associates and dated May 18, 2015, revised
June 18,2015 with the following conditions:
• All professional staff comments are to be satisfied;
• There shall be no increase in runoff to the north;
• Screening (arborvitae) shall be provided along the property lines of the abutters to the
south;
• A Performance Agreement and Covenant shall be executed;
• No additional lots shall be created without following the procedure for definitive plan
approval as described in Chapter 41 of the Massachusetts General Laws;
• Executed copies of all easements shall be submitted to the Board for approval and
signatures.
In other business, the Board approved the following waivers:
1. A waiver of Section 159-8 D of the Agawam Subdivision Rules and Regulations
requiring the curbline radius for an intersection of places and lanes to be 25 feet to allow
for a curbline radius of IS feet at the intersection of Samuel Street and Woodside Drive.
I
" • •
2. A waiver of Section 159-9 and Figure 4.2 of the Agawam Subdivision Rules and
Regulations requiring the separation between the sanitary sewer and water main to be 10
feet minimum under a typical road section to allow for a 7 foot separation.
3. A waiver of Section 159-23 of the Agawam Subdivision Rules and Regulations requiring
sidewalks to be constructed on both sides of the street within the street right of way.
Two sets of my lars are to be submitted for the Board's signatures. If you have any questions,
please contact this office at 786-0400, extension 8737.
Mark R. Paleologopoulos, Chairman
AGAWAM PLANNING BOARD
MRP:prk
Cc: R. Levesque Associates, Eng, Dept., Insp. Services, DPW, Town Clerk, Assessors, File
2
• Complete Items 1. 2. and 3. Also complete ~em 4 if Restricted Delivery Is desired.
• Print your name and address on tile reverse so that we can return tile card to you.
• Attach this card to the back of the mailpiece, or on the front if space perm~.
1. ArtIcle Addressed to:
Charles R. Calabrese
1S Woodside Drive
Agawam, MA 01001
2. ArtIcle Num'-
B. Received by (printed Name)
D.lsdeliveryaddress_fromItem11 Yes
H YES • .-deRV9I)f address below: CI No
~~~ 7014 0510 0001 8592 7882
PS Form 3811, July 2013 Ocmestic Return Receipt
UNITED STATES POSTAL SERVICE IIIIII First..cfass MaR
Postage & Fees Paid USPS
PelTllit No. G-l0
• Sender: Please print your name, address, and ZIP+4® in this box·
TOWN OF AGAWAM
36 MAIN STREET
AGAWAM,MA 01001
PLANNING BOARD
To the Department Officer m~e Payment:
Received of WCalabrese Construction LLC
the sum of 140.00
for the add. Def. Plan fee ending
for collectic
Date: 7/212015
• as Listed Above -,==:--__
Dollars
7/212015
Treasurer
•
P~YMENT SUMMARY RECEIPT
Town of Agawam
'!OWN RALL
36 MAIN STREET
AGAWAM MA 01001
DATE: 07/02/15 CUSTOMER#: 000000000
TIME: 14:09
CLERK: mac
RECPT#: 1068991
TP/YR: MS/2D16
PREV BAL;
AMT PAID:
BILL: ADJSTMNT:
EFF DT: 07/02/15 BAL DUE:
MISCELLANEOUS PAYMENT
140.00
-----------------TOTALS-----------------
PRINCIPAL PAID:
INTEREST PAID:
ADJUSTMEN'I'S :
DISC TAKEN:
AMT TENDERED;
AMT APPLIED:
CHANGE:
PAID BY; PLANNING
PAYMENT METH: CHECK
PAYMENT REF: 1B46
140.00
.00
.00
.00
140.00
140.00
.00
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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
To: R. Levesque Associates, Inc., Planning Board
CC: File
From: Engineering Division
Date: June 18, 2015
Subjeet: Subdivision -Samuel Street -Calabrese
Per your request, we have reviewed the Site Plan entitled "Definitive Subdivision Plan -Proposed Two-Lot
Subdivision; Samuel Street, Agawam, MA; Prepared by: R. Levesque Associates, INC -40 School Street, Suite
203, Westfield, MA; Scale 1 "=40'; Dated 5/1812015"; all comments have been addressed per the revised sheets:
• Sheets C-2 and C-4 have revision dates of June 18th;
-Sheets 0.1 and 0.3 have revision dates of June 11".
We have no fin1her comments at this time.
Engineering reserves the right to make additional comments as new information is submitted.
~Q---Ro Barbelto, E.I.T.
Civil Engineer I
~~
Michael Albro, P .E.
Assistant Town Engineer
• •
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
To:
MEMORANDUM
Planning Board, R. Levesque Associates, Inc.
CC:
From:
Date:
Subject:
File
Engineering Division
June 18,2015
Subdivision -Samuel Street -Calabrese
Per your request, we have reviewed the Site Plan entitled "Definitive Subdivision Plan -Proposed Two-Lot
Subdivision; Samuel Street, Agawam, MA; Prepared by: R Levesque Associates, Inc. -40 School S1mlt, Suite
203, Westfield, MA; Scale 1"=40'; Dated 5/1812015"; all comments have been addressed and we have no
further comments at this time.
Engineering reserves the right to make additional comments as new information is submitted.
~= RoIana B, El. T.
Civil Engineer I
!hL,/.7~
Michael Albro, P.E.
Assistant Town Engineer
June 15,2015
Town of Agawam Planning Board
Mark Paleologopoulos, Chairman
36 Main Street
Agawam, MA 01001
• 580 Main Street
PO Box 422
Agawam, MA 01001
www.bethany-aq.arq
phone 413.789.2930
fax 413.301.0961
Subject: Charles Calabrese Definitive Subdivision Plan on Stewart Street
Dear Mr. Paleologopoulos,
Thank you for your letter dated June 8, 2015 regarding the Definitive Subdivision Plan
on Stewart Street submitted by Charles Calabrese. Unfortunately, Bethany Assembly of
God will not be able to have a representative at the public hearing on Thursday, June
18th, but we wish to go on record as having no objection whatsoever to the plan
submitted by Mr. Calabrese.
If you have any questions you may contact me at 413-789-2930 or via email at
treed@bethany-ag.org.
Sincerely,
Executive Pastor
RECEIVED
JUN 1 7 2015
AGAWAtIt
PLANNING BOARD
Tune in to the Bethany Hour radio program Sunday mornings at 7:00am on WHYN AM 560.
• •
OFFICE OF PLANNING & COMMUNITY DEVELOPMENT
Definitive Plan Review
Reviewer: M. Strange/Po Kerr Review Date: June 16,2015
Date Received: May 26, 20 IS Distribution Date: May 26,2015
Planning Board Public Hearing Date: June 18, 20 IS
Mandatory Date for Final Action: August 25,2015
Name of Subdivision: Samuel Street
Location: North of Woodside Drive
Name of Owner: Charles R. Calabrese
Address: IS Woodside Drive, Agawam, MA 01001 Tel. #:
Name of Applicant: Same
Address: Tel. #
Engineer: R. Levesque Associates
Address: Forty School Street, Westfield, MA Tel. # 568-0985
I. Preliminary Plan Approved: April 2, 2015
II. Definitive Plan conforms to zoning regulations: O.K.
III. Notice filed with Town Clerk (date): May 26.2015
IV. Filing Fee: Incorrect fee submitted. Correct filing fee = $650.00
V. Contents of Application:
A. State of Interest in Land: Provided.
B. Attested Copy of Deed: Provided
C. Updated Environmental Study: Provided
•
-2-
D. Final Plans
1. Title Sheet (1" = 1200'): OK
2. Lot survey with road layout and lot lines: See II
a. Subdivision name, boundaries, north point, date and scale:
b. name and address of record owner, subdivider, and engineer or
surveyor with stamp: O.K.
c. Abutters as found on recent tax list: nla
d. Existing and proposed liues of streets, ways, lots, easements,
and public common areas, new street names: O.K. Applicant to
provide computer disk to Engineering
e. Sufficient data to determine the location, direction and length
of every street: O.K.
f. Location, names, and widths of streets bounding subdivision:
Woodside Drive width not provided.
g. Signature Block: Provided.
3. Topo sheet at 2' intervals, spot elevations, center line for road, spot
elevations for septic systems, location of building and final grade:
Provided.
4. Road layout and profiles (utilities and curb cuts): See Engineering
comments.
5. Detail Sheets: See Engineering comments.
E. Time development sequence: O.K ..
1. Town utilities and services: See Engineering comments.
2. Sale price and square footage: O.K.
F. Soil Borings: O.K.
G. Perc Test: Not provided.
H. Two (2) sets of originalslfive (5) sets of copies:
I. Number aud type of requested waivers:
I. Waiver of Section 159-80 of Subdivision Rules and Regulations requiring the
curbline radius for an intersection of places and lanes to be 25 feet. Waiver
request to allow for the curbline radius to be IS feet at intersection of Woodside
• •
-3-
Drive and Samuel Street.
2. Waiver of Section 159-9 and Figure 4.2 ofthe Suhdivision Rules and Regulations
requiring the separation between the sanitary sewer and water main to be 10 feet
minimum undert a typical road section. Requesting the separation to be 7 feet.
3. Waiver of Section 159-l3A of the Subdivision Rules and Regulations requiring
water mains to be in general 8" minimum diameter. Requesting for the use of a 6"
diameter water main.
4. Waiver of Section 159-23 of the Subdivision Rules and Regulations requiring
sidewalks to be constructed on both sides of the street within the street right of way.
Requesting waiver to allow for construction of sidewalks on one side of the
proposed roadway.
( •
Town of Agawam
Interoffice Memorandum
To:
CC:
From:
Date:
Subject:
Board of Health
Planning Board
6/16/15
Definitive Plan -Samuel Street -Calabrese
Attached please find a Definitive Plan by Calabrese for two lots at the end of Samuel
Street. The Planning Board will be holding a public hearing on this plan on June 18th
Please provide any comments you may have prior to the hearing.
MS:prk
FROM THE DESK OF ...
YOUR NAME
TITLE
TOWN OF AGAWAM
36 MAIN ST
AGAWAM. MA 01 001
Email address Here
413-786-0400 X Extension
Fax: 413-786-9927
To:
CC:
• •
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 Commission! PlAnning Board
File
From: Engineering Division
June 11, 2015 Date:
Subject: Subdivision -Samuel Street • Calabrese
Per your request, we have reviewed the Site Plan entitled "PreHminA'Y Subdivision Plan -Proposed Two-Lot
Subdivision; Samuel Street, Agawam, MA; Prepared by: R. Levesque Associates, INC -40 School Street, Suite
203, Westfield, MA; Scale 1"=40'; Dated 5/1812015"; and we have the following comments:
For the Conservation Commission, we have the following comments:
1. Add sea1/stencil on esch catch basin which reads "Drains to Stream".
2. After installation of erosion control BMPs please contact this division for inspection.
For the planning Board, we have the following comments:
3. The 12' mountable curb should be moved south of Lot 2 for ease of access onto the easement.
"A. mOlllflabie Clll"b should be installed at tM location afthe entrance of the drainage etJIlemont. The .idewalk at thb /ocatI01I
should be 6" tJUd:. A.lsa Q -1ft high, vlny/ coated chain link/1!1ICI13hou1d be in.rtIIiJed fII'OIII1d the tkImIitm pondwith Q 10ft
wide doubk gat. for tICCIlII8. The eQlllement should have gr4Vel for a soil bQIIIe with g7IIS3 plonted 011 top for
.tabllfty."rCommentfi'om 3131 Team MeetIng)
4. John Decker requested that a water meter be set up for James Healey to make sure his service is
maintained while construction in ongoing.
5. Engineering recommends against the planting of trees in the cul-de-sac island because the roots may
cause future problems with the waterline that crosses beneath that island.
6. Engineering asks that the restraint lengths on the water lines to be shown.
Engineering reserves the right to make additional comments as new information is submitted.
Sincerely, ~T.
Civil Engineer I
I}1(JJ1CL-«
Michelle C. Chase, P.E.
Town Enginoor
Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
Tel. 413-786-0400 Fax 413-786-9927
PLANNING BOARD
June 8, 2015
Dear Abutter:
Charles Calabrese has submitted a Defmitive Subdivision Plan showing the creation of two new
lots at the end of Samuel Street. The Assessors Office lists you as an abutter (within 500') and
therefore must be notified that the Agawam Planning Board will be holding a public hearing on
this Definitive Subdivision Plan at 6:30 PM, Thursday, June 18, 2015 at the Agawam Public
Library, 750 Cooper Street, Agawam. You are encouraged to attend and comment.
Mark R. Paleologopoulos, Chairman
AGAWAM PLANNING BOARD
MRP:prk
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K11 228 Jl1413 JlI 4 12
BETHANY ASSEMBLY OF GOD BROWN ROBERT E FOLEY EDWARD J &
POBOX 422 16CENTERST JUTS
AGAWAM, MA 01001-0422 AGAWAM, MA 01001-2105 22 CENTER ST
AGAWAM, MA 01001-2105
Jl1411 JlI410 Jl1213
WHITEHEAD DONALD R COUTURE JAMES G HEALEY JAMES L
28 CENTERST 32 CENTER ST 10 SAMUEL ST
AGAWAM, MAOIOOI-2105 AGAWAM, MA 01001-2105 AGAWAM, MA 01001
JlI 2 17 JlI2 12 JlI 2 I
TOWN OF AGAWAM CALABRESECHARLESR AULD THOMAS C IJI
36 MAIN ST 15 WOODSIDE DR 23 WOODSIDE DR
AGAWAM, MA 01001-1825 AGAWAM, MA 01001-2335 AGAWAM, MA 01001-2334
JI I 22 Ill52 JlI 23
MORIN JUSTINE K THE OTIS/AGA WAM REALTY
27 WOODSIDE DR TRUST
AGAWAM, MA 01001-2334 33 WOODSIDE DR
AGAWAM, MA 01001-2334
JII 24 JlI219 J11 I 16
PIRNIE CHARLES E KOEHNE DANIEL F CALABRESE CHARLES A
41 WOODSIDE DR 107 WOODSIDE DR 7 BREWSTER RD
AGAWAM, MA 01001-2334 AGAWAM, MA 01001-2335 WEST SPRINGFIELD, MA 01089
JII 2 5 JlI 26 JlI I 15
EDWARDS A STANLEY WOJCIK MICHAEL S CLOUSE JEAN A
49 WOODSIDE DR 57 WOODSIDE DR 20 WOODSIDE DR
AGAWAM, MA 01001-2334 AGAWAM, MA 01001-2334 AGAWAM, MA 01001-2335
JlI 27 JlII14 JII 28
FENNYERY CHERYL A LETALIEN LILLIAN E KAMYK STEVEN
49 NORTH ALHAMBRA CR VICKIE 71 WOODSIDE DR
AGAWAM, MA 01001-2701 28 WOODSIDE DR AGAWAM, MA 01001-2334
AGAWAM, MA 01001-2335
J11 220 J11 I 13 JlI 29
SKALA MICHAEL J RITTER PAUL E ADAMS SARAH
117 WOODSIDE DR 34 WOODSIDE DR 77 WOODSIDE DR
AGAWAM, MA 01001 AGAWAM, MA 01001-2335 AGAWAM, MA 01001-2334
JlI I I JlII12 JII I 2
TABIN THEODORE W PICKETT DAVID N BALAKIER JOANN
511 SUFFIELD ST 42 WOODSIDE DR II ANTHONY ST
AGAWAM, MA 01001-2324 AGAWAM, MA 01001 AGAWAM, MA 01001-2303
JlIIIl HI 2 16 JlI 13
HUPFER JEFFERY A TOONEDWARDW MCGRATH MELINDA
50 WOODSIDE DR 89 WOODSIDE DR 19 ANTHONY ST
AGAWAM, MA 01001-2335 AGAWAM, MA 01001-2369 AGAWAM, MA 01001
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ZELEJANET FOISY MATTHEW J BASSETTE JOAN M
99 WOODSIDE DR 58 WOODSIDE DR 27 ANTHONY ST
AGAWAM, MA 01001 AGAWAM, MA01001-2335 AGAWAM, MA 01001-2303
JII I 9 JII I 5 Jll I 8
TAUPIER ELAINE M TRUSTEE REED BEAUT DELAIR COLLEEN A
64 WOODSIDE DR 33 ANTHONY ST 72 WOODSIDE DR
AGAWAM, MA 01001-2335 AGAWAM, MA 01001-2303 AGAWAM, MAOIOOI
JlI 1 6 Jll I 7 JlO 7 20
SMITH THEODORE W MODZELEWSKI EDWARD J NASLUND STEVEN W
41 ANTHONY ST 78 WOODSIDE DR 525 SUFFIELD ST
AGAWAM, MA 01001-2303 AGAWAM, MA 01001-2335 AGAWAM, MA 01001-2322
JlO 8 I JlI 221 Jl082
HALL KENNETH T COTE JENNIFER BENNETT DARREN A
47 ANTHONY ST 125 WOODSIDE DR 49 ANTHONY ST
AGAWAM, MA 01001-2303 AGAWAM, MA 01001 AGAWAM, MA 01001-2303
J1044 JlO 719 JIO 8 3
BIZA ROBERT F GOODMAN JOSHUA DEANE JACQUELINE M
90 WOODSIDE DR 20 ANTHONY ST 61 ANTHONY ST
AGAWAM, MA 01001-2362 AGAWAM, MA 01001-2304 AGAWAM, MA 01001-2303
Jll 224 Jl0718 Jl084
FLYNN OLGA A MULANOUSKUS IAN C TEECE SANDRA L
100 WOODSIDE DR 26 ANTHONY ST 63 ANTHONY ST
AGAWAM, MA 01001-2335 AGAWAM, MA 01001-2304 AGAWAM, MA 01001-2303
JlI 223 Jl0717 Jl085
HOLMES MARK T LESIAK KERRI L KRAUSE JEFFREY
110 WOODSIDE DR 34 ANTHONY ST 75 ANTHONY ST
AGAWAM, MA 01001 AGAWAM, MA 01001-2304 AGAWAM, MA 01001-2303
JIO 7 1 JI0716 JlO 4 15
STOCUM MARY ANN RODRIGUEZ MARIGZA TOWN OF AGAWAM
535 SUFFIELD ST 42 ANTHONY ST 36 MAIN ST
AGAWAM, MA 01001-2322 AGAWAM, MA 01001-2304 AGAWAM, MA 01001-1837
JlI 222 Jl045 JIO 7 2
SCHECHTMAN ROBERT S WEST RICHARD E RUBY SCOTT
118 WOODSIDE DR 87 ANTHONY ST 15 VALENTINE ST
AGAWAM, MA 01001-2335 AGAWAM, MA 01001-2305 AGAWAM, MA 01001-2328
JlO 7 15 Jl046 JlO 714
DRANE KAREN A ROBINSON MAUREEN S COTTER MARY E DOWD
48 ANTHONY ST 93 ANTHONY ST 54 ANTHONY ST
AGAWAM, MA 01001-2304 AGAWAM, MA 01001-2305 AGAWAM, MA 01001
Jl073
PERRYWAYNED
21 VALENTINE ST
AGAWAM, MA 01001-2328
Jl074
KOUSCH STEPHEN K
29 VALENTINE ST
AGAWAM, MA 01001-2328
Jl049
HULSE FRANK H JR
115 ANTHONY ST
AGAWAM, MA 01001-2305
J104 11
DEPALO VITO N + BLANCHE
M
131 ANTHONY ST
AGAWAM, MA 01001-2305
JlO 6 13
DUPRE SUSAN M
102 ANTHONY ST
AGAWAM, MA 01001-2306
•
Jl047
PAINE NANETTE M
101 ANTHONY ST
AGAWAM, MA 01001-2305
Jl048
HERSEY HEIDI M
109 ANTHONY ST
AGAWAM, MA 01001-2305
Jl0711
CHUKU VICTOR A
76 ANTHONY ST
AGAWAM, MA 01001-2304
JIO 6 15
MITA STEFAN
88 ANTHONY ST
AGAWAM, MA 01001-2306
JIO 6 12
CAHILL LILLIAN H
110 ANTHONY ST
AGAWAM, MA 01001-2306
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JlO 713
KRAUSE HENRY R
62 ANTHONY ST
AGAWAM, MA 01001-2304
JlO 7 12
BLAISDELL PHILLIP J JR
64 ANTHONY ST
AGAWAM, MA 01001-2304
JlO 410
FITZGERALD STEVEN A
123 ANTHONY ST
AGAWAM, MA 01001-2305
JIO 6 14
FELLION JEAN M
96 ANTHONY ST
AGAWAM, MA 01001-2306
JIO 6 II
VOLLRATH THOMAS L
116 ANTHONY ST
AGAWAM, MA 01001
For Sale
A CUSTOM MADE Mad-lift
Mobility Chair made in Mississippi
for sale. Earth lone colors-brand
new. Paid $1,149.00 will sell for
$700. Call 978-355--6388. Holds
up to 400 Ibs.
AM SHE STOP pub serv anncmt
A public service announcement
presented by your community paper
ANTIQUE AND PERIOD chairs
Restored with new woven seats -
Many styles and weaves available.
Call (413)267-9680.
HEXON CARPENTER'S TABLE
SAW. Ram Drill Press, 5 speed,
heavy duty. (413)547-8651.
WASHING MACHINE $150,
Dryer, almost new $200. Call
Gretchen (41,3)789-3081.
Moving Sale
EVERYTHING MUST GO!
Complete contents of home.
Furniture, appliances. tools,
ladders. Sat. June 6-Sun June 7,
11-3.40 Mountain Avenue, South
H die
Tag Sale
FRt JUNE 5TH, Sat June 6th, 8-
4. Small furniture, used
appliances, clothing, household
(terns and more. Rain or shine. 29
Oakwood Drive, Ludlow.
TEACHER RETIRED-
PRESCHOOL closed. Games,
puzzles, books. educational
materials, manipulatives, so much
more. Saturday June 6th, Linda
Street, Three Rivers
Antiques
EASY STREET ANtIQUES
Buying one item or entire estates.
Attic, CeUar Of whole house clean
outs. Buying antique and vintage
glassware. Swarovski & Waterford
Crystal, pottery, jewelry, coins,
watches, old photos, military, 10ys,
Legos, hunting, fishing, stringed
instruments, tools & more! Call
today 413-626-8603 or
www.ezantiques.com
Firewood
!!!!ALL RED & WHITE OAK!!!!
Fresh Cut, over a cord
guaranteed, Cut, spli1, _ prompt
delivery. Call D & D Cardwood
(413)348-4326.
CORDWooD-PAATlALlV
SEASONED HARD WOOD cut
and split. $2251 cord, 128 cUt. 2
cord minimum. Call (413)283-4977
FIREWOOD
Fresh cut & split $175.00.
Seasoned cut & split $250.00
All hardwood.
• Also have seasoned softwood for
outdoor boilers (Cheap).
Quality & volumes guaranteed!!
New England Forest Products
(413)4n-0083.
PARTIALLY SEASONED OAK &
HARDWOOD. Cut, split,
delivered. 2, ;3 & 4 caret loads.
R.T. Smart & Sons Firev·lOod.
(413)267-3827
www.rts~.com.-
Fl d Ma ~t
INDOOR, OUTOooR RA.IN or
Shine Wheelers Trading Post.
New and old items. Antique,
vintage and never were opeli.
Saturday June 6. 9 to 5. 23 Old
GHbertvilie rd., Ware. A little bit of
everythingl
Hay For Sale
RYE STRAW AND first cut hay.
Westview Farms (413)246·1721 ,----------, .
Page 16 AGAWAM ACVERTISER NEWS June 4,2015
Miscellaneous
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Wanted
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wanted. Planes, chisels, saws,
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working and get MONEY.
WANTED ANtIQUES &
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Advertising signs, Toys, Dolls,
Trains, Crocks S. Jugs, Musical
Instruments, Sterling Silver &
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complete estate. Cail (4i3)2~7-
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ALWAYS BUYING UNUSUAL
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quality 1umiMe, farm tables,
bedroom sets, Hitchcock furniture,
Circus items estate jewelry,
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antique barn farm implements and
equipment, architectural items,
from 1960's and older and we buy
the same stuff everyone else list to
buy also, Calt us into your estate
sale earty we are serious buyers,
call us at 413-519-5643 Sean, 869
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everyday 10·5.
S H1C1169216
tetson
Carpentry
fully Insured. Senier Q~zen D,ceu"!
c..tadJim 413·544·4906
lis, 4 J 3-668·5040
:.;[··S~iIl6zl .. in
i"'''''se~pfia(pentry.
·i@lltfrllillmgltl(jnifll workJ
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Boarding, sales and teasing also
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(413)532-9753
www.orionfarm.net
LEARN TO RIDE, Jump, Showl
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horses-\=Onies. Boarding,
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Wanted To Buy
NEW ENGLAND ESTATE
PICKERS "in the Old Monson
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all types of Antiques and
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items in for a Free Evaluation
and! or Cash Offerl! We will
come to you. Contents of atliC,
basements, entire estates!!
Clean sweep service. AI\ Gold
and Silver Items to include;
jewelry, costume and estate
pcs" wristJpocket watches,
class ring, etc., broken or not.
Silverware sets, trays,
trophies, etc., Coins of al\ sorts,
Proof sets, Silver dollars and
other coinage conect"lons! All
types of Old Advertising
Signs, Military items to include
Daggers, Swords, Bayonets,
guns, medals, uniforms,
helmets etc. Old toys, train
sets, dolls, metal trucks, old
games, model car kits from the
'60s, aiel bicycles,
motorcycles, peda.l cars.
Matchbox, action figures, Pre-
1970's Baseball cards, comic
books, etc.! Old picture frames,
prints and oil paintings, old
fishing equipment, lures, tackle
boxes! Post Card albums, aid
cake machines, pinball, juke
boxes, slot machines, musical
instruments, guitars of all
types, banJOS, horns,
accordions, etc. Old cameras,
microscopes, telescopes, etc.
Just like on T.V. We buy all
things seen on "Pickers" and
the "Pawn Shop" shows!! Call
or Bring your items in to our
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Main Street., Monson ("The
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your Estate Specialists!1 Over
:30 yrs. in the Antique Business!
Prompt Courteous Service)
Open Wed.-Sat. 10:00-5:00
Sun. 12:00~ 5:00 (413)267-
3729.
Services
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WE TAKE IT ALL
WE LOAD IT ALL
lowest Rates.
accumulations, junk, estates.
attics, garages, appliances,
basements, demo services
10% disc. with this ad.
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Services
•• ......... A A CALL -HAUL IT
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10% discount with this ad. free
Est. (413)596-7286 ---
• ... * .... *A & B HOUSEHOLD
REMOVAL SERVICE*H**u
Cellars, attics, garages cleaned,
yard debris. Barns, sheds,
demolished. Swimming pools
removed. Cheaper than dumpster
fees and we do all the work.
Lowest rates. Fully insured.
(413)267-3353. cell (413)222-
8868.
90 YEAR OLD company offering
free in-home water testing. Call
Eric 413-244-8139
LAWN MOWER TUNE UP
& REPAIR
A & M TUNE·UPS
Push lawnmowers, riding mowers
and small engine repair.
Work done at your horne.
Call Mike (413) 348-7967
ACE CHIMNEY SWEEPS.
Cleanings, inspections, repairs,
caps, liners, waterproofing,
rebuilds. Gutterbrush Ins'iallations.
Local family owned since 1986.
HIC #118355. fully insured.
(413)547-8500.
BILODEAU AND SON Roofing.
Established 1976. New re-roofs
and repairs. Gutter cleanings and
repairs. licensed! insured. Call
(413)967--6679.
CHAIR SEAT WEAVING &
refinishing -cane, fiber rush &
splint· Classroom instructor, 20+
years experience. Call Walt at
(413)267·9680 for estimate.
C_EV SERVICES:
CLEANINGS, caps, darnpe-11l,
repairs including masonry and
liners. The best for less!!!
Worces~er to Pittsfield.
www.expresschimney.coni 413·
650--0126,508·245-1501
COUR1EOUS--WILBRAHAM
MAN will clean your cellars, attics,
garages. etc. 32 yrs. experience.
Fully insured. Proper disposal.
Bobcat work, demo. We also do
palios, walks and walls. Call
Sobby (413)530'3203.
Services
colmtiof C""",,1m InnovatiIms, Inc. '1JesiF&~rdU 'Team
'Nw World Technology u:i~ Old World Quality'
www.colonialinnovation.com
1 KlrdJfIlS' Baftts 'Doors. Additiorts JIeoovatiOO!' Custom De£igns • New Homes
LiIetimt Wwnty .. CraltonanshJp
Bob (413) 374-6175
lie. & ins. or Jen (413) 244-5112
OK POWERWASHING
We powerwash houses, decks,
panos. roof cleaningl
non-pressure wash. Removes ugly
dark staining & moss.
Free estimates. Ful\y insUled,
owner operated,
Call (413)297-4276
DRYWALL AND CEILINGS,
plaster repair. Drywall hanging.
Taping & complete finishing. All
ceiling textures. Fully insured.
Jason at Great Wans.
(413)563,0487
FREE -PICK.uP ANY metal
household items, appliances,
pools, mowers, auto parts, yard
furniture, grilis, fencing, boilers.
Call (B60)97o-4787.
HOME THEATER, AV Tech.
(Cert. ISFiHAA). The only Cert.
Installers in this area. Put in
theater for you or install a Plasma
the right way. Sales, service. 413·
374-8000,413-374-8300.
W'NW.a-v·tech.com . ~=-~. I'M YOUR GIRL Friday. Man,
Tues, Wed, Thurs too! Clean your
house, cook a-meal, laundry,
errands, and appo·lntments. Call
me when you need my help
(413)657.-9960 Serious inquiries
only please.
PAINT AND PA.PER Over 25
years experience. References. Lic
#086220. Please call Kevin 97a--
355-6864.
PLUMBING JOBS DONE by fast
and accurate master plumber.
Small jobs welcome. Cheap hourly
rate. LC9070 Paul 413-323-5897.
RUBBISH REMOVAL, AmeS,
cenars, garages cleaned. Light
moving. Call someone you know.
Bob Robillard's Odd Job Service
(413)537-5090 or (413)547-8502
SEAMLESS INDUSTRIAL
SYSTEMS Epoxy concrele and
concrete restoration., sidewalks,
garages, basemel1ts. Can Brian
(413)563-6543, Kevin (413)887·
9706. Fully insured. Free
estimates,
SIDING -BEITER THAN VINYL
make it final with fiber-cement
siding. OVer 15 years experience
in the instal!ation of this product.
Product has an unconditional
warranty. Call today for a free
estimate. Lock in your 2015 ratesl_
Will mateh any reasonabl. vinyl
estimate. Contact Mike @ 413--
323-4111
sidingsolutionsma.eom
SUNRISE HOME REPAIRS:
Carpentry, decks, hatchways,
ramps, painting, property
maintenance, after storm/ tree
cleanups. Small jobs welcome.
Free estimates. (413)883-9033.
WE RENOVATEj SELL &
PURCHASE (any cOndition) horse
drawn vehicles such as sleighs,
carriages, surreys, wagons, dr's
buggies, drive able or lawn
ornaments. Some furniture and
other restoration services
available. Reasonable prices.
Quality workmanShip. Call
(413)213'()373 for estimate and
information.
Dem81'S & Sons
Belchertown, MA
Appliances
COLEMAN APPLIANCE
SERVICE. Servicing all makes
and models of washers, dryers,
refrigerators, stoves, dishwashers,
air conditioners. Also dryer vent
I
-NEW STATE LAW. Anyone
advertising caIin.g of children must
list a license number to do so if
they offer this service in their own
home.
Cleaning Services
CRYSTAL CLEAR WINDOWS -
Clean insidel outside including
storms! screens. Fully insured.
Free estimates. Ca\l Paul
(413)237-2053.
NEW ENGLAND CARPET CARE
with 20+ years experience
commercial and residential carpet
and upholstery cleaning. Owner
operated. 100% guaranteed
(413)244-6486, (413)592-2911
Computer Services
COMPUTERS SHOULDN'T BE
frustrating or frightening. I'll come
to you. Upgrades, troubleshooting,
set-up, tutoring. Other electronics
too. Call Monique (413)237·1035.
ElectriCian
BILL CAMERUN. ADDITIONS,
service changes, small jobs for
homeowners, tire alarms. Fast,
dependable, reasonable rates .
Insured, free estimates. E2B0333.
'24 hour emergency service.
(413)427-5862.
DEPENDABLE ELECTRICIAN,
fRIENDLY seNice, installs
deiCing cables. Free estimates.
Fully insured. Scott Winters
electrician Uc. #13514-8 Calt
(413)244-7096.
ELECTRICAL WORK. NO job too
largei small. ResidentiaIJ
ComrMrcial. 33+ years
experience. Senior Discounts.
Free estimates. Insured. #3152tE.
ChriS (413)515..033S.
JAMES FERRIS: UCENSE
#E16303. Free estimates. Senior
Discounts. Insured. 40 years
experience. No job too small. Cell
(413)33D-3682.
Excavating
GARV GUERTIN EXCAVATING
Screened loam, Bobcat and mini
excavator services, grading and
land clearing, brush mowing,
concrete demolition, power raking
and oil tank removal. {413}531·
ACO
MASONRY, HEATING &
AIR CONDITIONING
All types of masonry work.
Chimney repair, tile work, stucco,
stone, b-lick, block, concrate,
flat work, pavers. retaining walls.
Heating & Air Conditioning
Service & lnstal!ation
Furnaces, Sheet Melal
Power Washing
licensed & Insured
Commercial & Residential
Free Estimates
Competitive Rates
Call Adam Ouimette 413-374-
m9
C-D HOME IMPROVEMENt.
Call for all your needs. Windows,
siding, roofs, additions, decks,
baths, hardwood floors, painting.
All work 100% guaranteed.
Licensed and insured. Cal! Bob
(413)59&-8807 Cell CS Lie.
#97110, Hie Lie #162905
CERAMIC e TilE mSTALtATiON
Kitchen. bath, foyers. References.
Lie #086220. Please call Kevin
{97S)355·6S64.
MOLD AND STAINS reduce a
roofs liie. A cleaning now can save
yo\.! thousands later. Call Fred
(413)589·9885 an A.a. contrajr.
1
t
LEGAL NOTICE
AUCTION SALE
Unclaimed bicycles and
miscellaneous items -the
Agawam Police Department
being the holder of unclaimed
bicycles and miscellaneous
items of every description
and nature will sell at pub-
lic auction, Saturday, June
27th at 10:00 a.m. at 681
Springfield Street, Agawam.
Massachusetts to the highest
bidder, single units. Terms
cash in accordance with MA
General Laws Chapter No.
135, Sections 7 & 8.
AARON POSNIK
& CO., INC.
AUCTIONEERS
MA LICENSE #161
6/4,6/11 ,6/18/15
AGAWAM
PLANNING BOARD
LEGAL NOTICE
The Agawam Planning
Board will hold a public
hearing on Thursday, June
18, 2015 at 6:30 PM at the
Agawam Public Library, 750
Cooper Street, Agawam, MA.
The purpose of this hearing
will be to hear the petition
of Calabrese for a Definitive
Plan for Samuel Street prop-
erty.
By Order of Mark R.
PaleoIogopouios, Chairman
AGAWAM PLANNING
BOARD
6/4,61ll/15
AGAWAM
CONSERVATION
COMMISSION
LEGAL AD
The Agawam Conser-
vation Commission wi1J
meet on Thursday, June
11, 2015 at 6:00 PM at the
Agawam Public Library, 750
Cooper Street. Agawam,
Ma".c." The purpose of thi.~
meeting will he to hear the
Requesi for Determination
of Applicability of Agawam
Plaza LLC for property locat-
ed on Springfield Street.
6/4/)5
By Order of Henry A.
Kozloski, Chairman
Agawam Conservation
Commission
LEGAL AD
AGAWAM
CONSER~~TIO]\"
COMMISSION
The Agawam Conser-
vation Commission will meet
on Thursday, June 11, 2015
at 6: 1 0 PM at the Agawam
Public Library, 750 Cooper
Street, Agawam, Mass. The
purpose of this hearing
will be to hear the petition
of Calabrese for work to be
performed on Samuel Street
subject to the Massachusetts
Wetlands Protection Act.
6/4/15
By Order of Henry A.
Kozloski, Chaimlan
Agawam Conservation
Commission
AUCTION
SOUTH AGAWAM
STORAGE
1670 Main St
786-16466/18,2:30
#4 B'Shara #6 Langlois
6/4/15
June 4,2015 AGAWAM ADVERTISER NEWS Page 15
Commonwealth of
Massachusetts
The Trial Court
Probate and Family Court
Hampden Division
50 Slate Street
Springfield, MA Oll03
(413)748-8600
Docket No. HD15P0919EA
Estate of:
Cynthia E Ayre
Also Known As:
Cynthia E. Ayre
Date of Death: 4/10115
NOTICE OF INFORMAL
PROBATE
GL. c. 190B, § 3-306
To all persons who have
or may have some inter-
est in the above-captioned
estate and, if interested, to
the Office of the Attorney
General and the Department
of Veterans Affairs, notice is
hereby given on May 1, 2015
that the Petitioner Nicho]as
A Krolicki of Quincy MA
intends to file with the above-
named Probate and Family
Court, not sooner than seven
(7) days after this notice, a
Petition for Informal Probate
of a Will, a Petition for
Informal Appointment of
Personal Representative to
serve without surety on the
bond
Nicholas A Krolicki of
Quincy MA
The estate is being
administered under informal
procedure by the Personal
Representative under the
Massachusetts Unifonn Pro-
bate Code without supervi-
sion by the Court. Inventory
and accounts are not required
to be filed with the Court,
but interested parties arc
entitled to notice regard-
ing the adminis[ralion from
the Personal Representative
and can petition the Court
in any mat;'ef relaling \0 the
estate, including distribu-
tion of assets and expenses
of administration. Interested
parties are entitled to petition
the Court to in~titute formal
proceedings -and to obtain
orders tenninating or restrict-
ing the powers of Personal
Representatives appointed
under infonnal procedure. A
copy of the Petition and Will,
if any, can be obtained from
the Petitioner.
6/41)5
Commonwealth of
Massachusetts
The Trial Court
Probate and Family Court
Hampden Division
50 Slate Street
Springfield, MA 01103
(413)748-8600
Docket No. HDl5P0836EA
Estate of:
James K Brown
Also Known As:
James K. Brown
Dale of Death: ll/U/14
NOTICE OF INFORMAL
PROBATE
GIL. c. 190B, § 3-306
To aU persons who have
or may have some inter-
est in the above-captioned
estate and, if interested, to
the Offjce of the Attorney
General and the Department
of Veterans Affairs, notice is
hereby given on May 1, 2015
that the Petitioner Nancy
T Brown of Feeding Hills
MA intends to iue with the
above-named Probate and
Family Court, not sooner
than seven (7) days after this
notice, a Petition for Infonnal
Appointment of Personal
Representative to serve with-
out surety on the bond
Nancy T Brown of
Feeding Hills MA
The estate is being
administered under infonnal
procedure by the Personal
Representative under the
Massachusetts Uniform Pro-
bate Code without supervi-
sion by the Court. Inventory
and accounts are not required
to be filed with the Court.
but interested parties are
entitled to notice regard-
ing the administration from
the Personal Representative
. and can petition the Court
jn any matter reJating to the
estate, including distribu-
tion of assets -and expcnsc~
of admrnistration. Interested
parties are entitled to petition
the Court to institute formal
proceedings and La obtain
orders terminating or restric[-
iug the powers of Personal
Representatives appointed
under informal procedure. A
copy of the Petition and Will,
if any, can be obtained from
the Petitioner.
6/4!l5
On a typical day •..
42:'i'nilliQl1 "
" '·~9P'~'Asit.f1IT1i1~on.com
b d(q ,-1'''J -\r1i>b HHlt<tJ fill' . ·SQ"MillioO',',;. ,',_-___ '' ._. --,-I,.
" wat¢ljj·ijtalitY,TVsllnw
-00 Million
'h,ni read,a;,ne~~p~~
t i '-fiJ.:ni'li(" c/.l;'l ; t"l;;;;, '
Please check
the accuracy of
your legal notice
prior to submis-
sion (Le., date,
time, spelling).
Also, be sure
the requested
publication date
coincides with
the purpose of the
notice, or as the
law demands_
Thank you_
-' .. '
-' ~ •• j ,
ICNE named 'Agency of the Year'
Insurance Center of New England, one
of the largest privately owned independent
insurance agencies in New England, has
been named the Northeast Regional Pre-
mier Agency of the Year by Central Mutual
Imurance Co. In selecting ICNE for this
award, Central Mutual cited the profitabil-
ity of the agency's commercial insurance
business, level of new business written, and
high degree of customer retention.
"Vile are proud to be one of Central's
carrier partners and excited to be named
Premier Agency of the Year for the North-
east Region;' said William Trudeau, presi-
dent and CEO of Insurance Center of New
England. "Since there are more than 100
Central Mutual Premier Agencies located
across the country, it's a great honor for
leNE to be recognized for doing what we
do best: connecting a quality insurer with
a customer that needs protection. Thanks
should go to everyone on our commercial
lines team for the great work they do for
our customers and carriers."
With roots extending back to 1866, in-
surance Center of New England offers an
expansive array of insurance products from
high-quality, reputable insurers, including
Centra] Mutual. The agency is headquar-
tered in Agawam and has seven locations
throughout the state.
Dbituaries ___ _
Agawam Advertiser News
Obituary Policy
Turley Publications offers two types of obituaries.
One is a free, brief Death Notice listing the name
of deceased, date of death and funeral date and
place.
The other is a Paid Obituary, costing $50, which
allows families to publish extended death notice
information of their own choice and may include a
photograph. Death Notices & Paid Obituaries
should be submitted through a funeral home to:
obits@turley.com.
Exceptions will be made only when the family provides a
death certificale and must be pre·pald
CLUES ACROSS 40. 5512! M"l 4. A brief run ofluck
I. Dried hemp leaves 43. Young sheep 5. Baby bed
5. Shu~ 44. Fashioned 6. Manuscript gaps
11. Golf shot 45. Short fight 7. Overdose
12. Emitting light 49. large payroll sefl'ice 8. Yes in Spanish
16. Maple genus Co. 9. Dog-_: sbabby
17. Integrated circuit 50. Fantasy video game & worn
DEATH NOTICES
Landry, La_ E.
Died May 29, 2015
Funeral June 3, 2015
Colonial ForBStiere Funeral
and Cremation
Agawam
Stack, Angelo VIncent
Jr.
Died May 23, 2015
Funeral June 1 , 2015
Agawam Funeral Home
36. Small sugar cube
37. Bachelor of Laws
38. Pa's partner
40. Wyatt _, OK
Corral
41. Device that makes
2 pieces compat-
18. O'Reilly from 5 I. Blind spot or _ 10. Mark with an asterisk ible
"M.A.S.H." lutea 13. Potato state 42. NBC's parent Co.
19. SNL'S Olympia Rest. 53. 39th state 14. Cereal giant 44. Japanese apricot
dish 54. Dessert topping 15, Lawo. sedge & cereal 45. Concrete leveling
24. Liberal degree 56. Eyelashes 20. Tin guide
25. ShOTt task ~ip 58. Touchdown 21. -~, denotes past 46. Adobe dweHer
26. Must have something 59. 2nd largest Spanish 22. Ioterpret written 47. Warning devices
27. Prefix for wrong river words 48. Having many
28. Student furniture 60. Made poisonous 23. Jelly-like colloid branches
piece 63. Favorite old shade 27. Speed of sound 50. Vesh. "Star
29. Semitic fertility god trees 29. Initials of "Jezebel" 'Vars"
30. Back talk 64. Table linen actress 51. Doc
31. Lost brightness 65, A measured portion 30. Not wet 52. Carrier's invention
33. Reconnaissance (Brit. 01 medicine 3 I. Supervises flyiog 54. Gennan lor Vienna
military) 32, In the year of Our 55. Contrary water
34. A narrative song CLUES DOWN Lord movement
38. Men who cannot lose 1. Separated 33. Stood for election 57. Roman 55
face 2. 32-{ard game 34. A state of equilibrium 61. Out of print
39. Bastard wing J. Guides a vehicle 35. Hjs magic lamp 62. Of!
Answers on page 6
'-
•
AGAWAM PLANNING BOARD
LEGAL NOTICE
The Agawam Planning Board will hold a public hearing on Thursday, June 18,2015 at 6:30 PM at
the Agawam Public Library, 750 Cooper Street, Agawam, MA. The purpose of this hearing will
be to hear the petition of Calabrese for a Definitive Plan for Samuel Street property.
By Order of Mark R. Paleologopoulos, Chainnan
AGAWAM PLANNING BOARD
To be run 6/4115 & 6111115.
Date. 012612015
• To the Department Officer making the Payment:
Received of Calabrese Construction LLC as Listed Above
the sum of 510.00 ----O-o';;-'a-rs---
for the Oef. Plan Fee ending 5126/2015
for collectic
PAYMENT SUMMARY RECEIPT
Town of Agawa.m
TOWN HALL
36 MAIN STREeT
AGAWAM MA 01001
DATE: OS/26/15 COSTOMER#: 000000000 • Tlr-!E: 12,31
CLER~. ",kad
RECPT# : 1064601 PREV 8AL;
TP/YR; MS/2015 AMT PAID; 510.00
BILL; ADJSTMNT:
EFF DT: OS/26/15 BAL DUE;
MISCELLA..~EOUS PAYMEKT
---- - --- - - - ---- --TOTALS--------------
PRINCIPAL PAID:
INTEREST PAID:
ADJUSTMENTS:
DISC TAKEN:
ANT TENDE:r?ED:
AMT APPLIED;
CRANGE:
PAID BY: PLANNING
PAYMENT METH; CHECK
PAYMENT REF;
510.00
.00
.00
.00
510.00
510.00
.00
• •
•
Town of Agawam
Interoffice Memorandum
To:
CC:
From:
Date:
Subject:
Engineering Dept.
Conservation Commission/Planning Board
5/26/15
Noitice of Intent and Defnitive Plan -Samuel Street -Calabrese
Attached please find the Notice of Intent and Definitive Plan for Samuel Street. Please
review and comment for the Commission's June 11th meeting and the Planning Board's
June 18th meeting.
Thank you.
prk
FROM THE DESK OF ...
YOUR NAME
TITLE
TOWN OF AGAWAM
36MAINSr
AGAWAM. MA 01 001
Email address Here
413-78&.0400 X Extension
Fax: 413-786-9927
From: ~--------~IU~'JE~T~T~E~~J TRANSMITTAL
R LEVESQUE ASSOCIATES, INC. Date: 5/21/2015
I No: 141001 A Land Planning Services Company
www.rlalsnd.com Name: c:,,~ "AI Street· Two-Lot Subdivision
40 School Street, P.O. Box 640, Westfield, MA 01086
413·568·0985 (0) 413 ·568'()986 (F)
RE:
To: Town of Agawam
Planning Office
36 Main Street
Agawam, MA 01001
Attention: Marc Strange
We Are Transmitting to You:
~ Plans
o Specifications
o Report
o Under Separate Cover VIA
o AppnlVal of Snbcontractor
o Order on Contract
o Original Drawings
~ Form _________ 0 Other
Description "urnun DWG.lRevisioo Drawing
01 Date Number
6 Definitive ~ "i-,-.Ii L
1 Check #1810 -$510.CJ
1 Full Size
These are Transmitted as Noted Below:
I I Plan
, Report
$7000(1 _ . Permit
~ Attached
o Copy of Letter
o Photographs
o Proposal
o For Approval 0 Approved as Submitted o Resnbmit __ Copies for Approval
o For Information 0 Approved as Noted o Resubmit __ Copies for Distribntion
o ForActioo 0 For Corrections o Return Corrected Priots
o As Requested 181 For Review aod Comments 0
Remarks: Hi Marc. -7~~~~~~-'~~~~~~~~~~~~-'~~~------Included herein, please find the Definitive Subdivision Applications for Samuel Street, Agawam.
We ran out of paper so we will deliver the remaining sets next week.
Please feel free to contad our office should you have any questions or concerns. Thank you kindly
For your time and consideration.
Mr. ~ I (1 of 6)
.~ r----------------1
U
RECEIVEI~
" MAY 2 6 2015
V~_f6V~ ftl A.~~!,WAM
By: Paula D. , / upen .... u". --....... r
Note: H Enclosures are not as noted, please notify us at ooce.
Pamela Kerr
From: Roland Barbeito
Sent:
To:
Thursday, June 18, 2015 3:28 PM
Pamela Kerr
Subject:
Attachments:
RE: 141001 -Samuel Street -Response to Comments and Revised Plans
Mem04.pdf
Corrected one is attached. Hope this works.
Thanks for the keen eye!
From: Pamela Kerr
Sent: Thursday, June 18, 2015 3:23 PM
To: Roland Barbeito
Subject: RE: 141001 -Samuel Street -Response to Comments and Revised Plans
If you could just send a corrected one for the file, that would be great! Thank you.
Pam
From: Roland Barbeito
Sent: Thursday, June 18, 2015 3:22 PM
To: Pamela Kerr
Subject: RE: 141001 -Samuel Street -Response to Comments and Revised Plans
Hi Pam,
Yes I did mistake the definitive plan with the preliminary plan. We haven't received the full set of final plans from RLA
yet. But RLA will be sending those over shortly. Felipe from RLA only emailed the definitive plan sheets that were
needed to compare with the preliminary plans. The date on the plans is correct for the definitive plan which we have in
the office.
If you'd like I can send you another memo changing preliminary to definitive.
Hopefully this clears things up.
Thanks
From: Pamela Kerr
Sent: Thursday, June 18, 2015 3: 12 PM
To: Roland Barbeito
Subject: RE: 141001 -Samuel Street -Response to Comments and Revised Plans
Hi Roland -I think your memo refers to the wrong plan (it says preliminary) and also, is there a revision date?
Pam
From: Roland Barbeito
Sent: Thursday, June 18, 2015 1:04 PM
To: Filipe Cravo; Pamela Kerr
1
Cc: Michael Albro; Michelle Chase
Subject: RE: 141001 -Samuel Street -Response to Comments and Revised Plans
Please see attached.
Thank you,
From: Filipe Cravo [majlto:Filipec@rlaland.com]
Sent: Thursday, June 18, 2015 12:31 PM
To: Roland Barbeito; Michelle Chase; Michael Albro
Cc: robl@rlaland.com; John A Tomaszewski
Subject: RE: 141001 -Samuel Street -Response to Comments and Revised Plans
Good morning Roland,
Please find attached, PDF copies of the revised plans. I have addressed the comments below and the plans have been
updated to reflect those changes. The comments have been addressed as follows:
1. The plans show a 7 foot sewer separation from the water main. Engineering would like to see a
minimum of 10' of separation where possible. This can be accomplished by moving both PDMH-1 to
and PSMH-1 east. The separation may be less than 10' from connection on Woodside to ± STA 0+25. I
attached a photo showing what Michelle and John drew to give you an idea.
The plans have been revised per the sketch. Due to the location of the existing manhole at the
Samuel Street/Woodside Drive intersection where the proposed sewer will tie in, a 10' separation
along the length of the proposed sewer was not feasible. However, it should be noted that the
water line is located above the sewer along the entire length. There is approximately 1.7' of vertical
clearance at the proposed sewer manhole where there is about 11.4' of horizontal separation and
2.6' of vertical clearance at the existing manhole where there is about 6.3' of horizontal separation.
2. The homes should have 1 inch water services instead of 0/. inch.
The plans have been updated to call out 1-inch services.
3. Michelle and John Decker the Water Superintendent mentioned that they the 6" water main is not
sufficient for fire flow. They both agreed that an 8" pipe should be used.
The plans have been updated to call out an 8" water main from the new connection at the Samuel
Street/Woodside Drive intersection to the proposed hydrant.
Should you have any other questions or comments please feel free to contact me. Otherwise, please confirm the
comments have been addressed and a complete planset will be delivered to your office this afternoon. We are hopeful
to close at the Planning Board meeting tonight.
Thank you,
Filipe Cravo, P.E.
R. Levesq ue Associates, luc.
P.O. Box 640
40 School Street
Westfield, MA 01086
p.413.568.0985
f.413.568.0986
rlaland.com
2
facebook.comlrlaland
From: Roland Barbeito [mailto:RBarbeito@agawam.ma.us]
Sent: Thursday, June 18, 2015 9:53 AM
To: Filipe Cravo
Subject: RE: 141001 -Samuel Street -Response to Comments and Revised Plans
Good Morning Felipe,
Michelle is on vacation so I have only her comments from yesterday to go by. This is what John Decker and her
wanted to see changed on the plans. The updated plans you sent do not show the following.
1. The plans show a 7 foot sewer separation from the water main. Engineering would like to see a
minimum of 10' of separation where possible. This can be accomplished by moving both PDMH-1 to
and PSMH-l east. The separation may be less than 10' from connection on Woodside to ± STA 0+25. I
attached a photo showing what Michelle and John drew to give you an idea.
2. The homes should have 1 inch water services instead of % inch.
3. Michelle and John Decker the Water Superintendent mentioned that they the 6" water main is not
sufficient for fire flow. They both agreed that an 8" pipe should be used.
Let me know if you have any questions, I'll be happy to assist.
Roland
From: Filipe Cravo [mailto:Filipec@rlaland.com]
Sent: Thursday, June 18, 2015 8:50 AM
To: Michael Albro; Roland Barbeito; Vladimir caceres
Cc: Michelle Chase; robl@rlaland.com; John A Tomaszewski
Subject: 141001 -Samuel Street -Response to Comments and Revised Plans
Good morning Mike,
Per out discussion yesterday afternoon, please find attached a copy of the response letter and the revised plans. Since
the comments were fairly minor in nature, I have only attached the sheets which were affected. In summary:
1. Sheet C-4 has been updated to show the mountable curb at the proposed drainage easement and a mechanical
joint at the 45-degree bend for the water line;
2. Sheet 0-1 has been updated to remove the plantings from the center of the cul-de-sac and replaced with 1-1/2"
rounded stone;
3. Sheet D-3 has been updated to show the new catch basin detail with the seal/stencil.
We are hoping to close the meeting at tonight's Planning Board hearing. If these revisions address your comments, can
you please provide a letter stating such?
Thank you for your help with thiS!
3
Filipe Cravo, P.E.
R. Levesque Associates, Inc.
P.O. Box 640
40 School Street
Westfield, MA 01086
p.413.568.0985
f.413.568.0986
rial and. com
facebook.comlrlaland
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This Town of Agawam electronic message along with any corresponding attachments may contain privileged or confidential information. This information is for the
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4
DRAINAGE EASEMENT
KNOW ALL MEN BY THESE PRESENTS, that CHARLES R. CALABRESE of
15 Woodside Drive, Agawam, Massachusetts for the consideration of LESS THAN ONE
HUNDRED DOLLARS ($100.00) and other good valuable and sufficient consideration
received to its full satisfaction of the TOWN OF AGAWAM, MASSACHUSETTS, a
Municipal Corporation duly established under the laws of the Commonwealth of
Massachusetts and located at 36 Main Street, Agawam, County of Hampden,
Massachusetts does give, grant, bargain, sell and confirm unto the said TOWN OF
AGAWAM, MASSACHUSETTS, its successors and assigns forever, a perpetual right,
privilege, authority and easement over the following parcel of land hereinafter described
for the purpose of access and entering upon said parcel of land with such machinery,
tools, apparatus as is necessary to construct, repair, and maintain said drainage system
as is necessary to construct, repair, and maintain said drainage easement shown on
said plan of land northerly of Woodside Drive and Samuel Street, Agawam,
Massachusetts.
The above described parcel of land as a 20' Drain Easement as shown on plan entitled
"Definitive Subdivision Plan, Samuel Street North of Woodside Drive and Samuel
Street, Agawam, Massachusetts" recorded in the Hampden County Registry of Deeds in
Book of Plans , Page ______ _
Said parcel is bounded and described as follows: Beginning at a concrete bound on the
easterly sideline of Samuel Street; thence running along a curve to the right, the radius
being 15.00 feet for a length of 15.12 feet to a concrete bound to be set; thence running
along a curve to the left, the radius being 60.00 feet for a length of 11.92 feet to a point;
thence running S72-56-34E for a distance of 71.50 feet to a point; thence running S85-
01-21 E for a distance of 59.78 feet to a point; thence running N25-22-27E for a distance
of 91.48 feet to a point; thence running S80-42-51 E for a distance of 77.02 feet to an
iron pipe to be set at land N/F D. Koehne; thence running S25-22-27W along land N/F
D. Koehne for a distance of 106.65 feet to an iron pipe to be set at land N/F J. Zele;
thence running N85-01-21W along land N/F J. Zele for a distance of 133.41 feet to an
iron pipe to be set at land N/F E. Toon ; thence running N72-56-34W along land N/F E.
Toon for a distance of 90.00 feet to the concrete bound at the place of beginning. Said
described drain easement contains 10,928 square feet of land.
TO HAVE AND TO HOLD the above granted rights, privileges, authority and easement
unto the said Grantee, its successors and assigns forever, to its and their own proper
use and behoof.
Witness my hand and seal this )-)-day of January, 2016
Witness CHARLES"R CALABRESE
COMMONWEALTH OF MASSACHUSETTS
Hampden, ss:
On this ;))--day of January, 2016, before me, the undersigned Notary
Public, personally appeared CHARLES R. CALABRESE proved to me through
satisfactory evidence of identification, which was , to be
the person whose name is signed on the preceding or attached document, and
acknowledged to me that he signed it voluntarily for its stated purposes,
My Commission expires:
", !~:MAlDI
':.1assacnusetts
.... , • "9,"1 IS, 2019
IT WITNESS WHEREOF, the PLANNING BOARD OF THE TOWN OF
AGAWAM, has accepted the rights conveyed hereby and has signed and
acknowledged this instrument and shall cause it to be recorded in the Registry of OeE}ds
for HamPd~nfen/behalf of the Town of Agawam, Massachusetts, this if'7
day of p,2016.
COMMONWEALTH OF MASSACHUSETTS
Hampden, ss:
On this qlA day of ~6;V-t<.Yt; , ~016, be~ me, the
undersigned Notary Public, personally appeared d14 fit!'. &kal'Paro f the Town
of Agawam, Planning Board proved to me thr ugh salis a lory evidence of
identification, which was y 0 ~o I ,to be Ihe person whose
name is signed on the pr ceding or a lached docum t, nd acknowledged to me that
he/she signed it voluntarily for its staled purposes.
tary Public
. 7-/0-",)..~
TOWN OF AGAWAM
PLANNING BOARD
APPROVAL UND
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15' 47' 40" E
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EN PREPARED IN
REGULATIONS
--"j -OJ LAND NIF !:> ~ AUW THOMAS C 1/1
'" AUW ANNETTE L
0> ,
J, CLERK OF THE
THAT NOTICE OF
APPROVAL OF THIS BY THE AGAWAM PLANNING
BOARD HAS BEEN RECEIVED AND RECORDED AT THIS
OFFICE AND NO APPEAL WAS RECEIVED DURING
TWENTY DAYS AFTER SUCH RECEIPT AND RECORDED
OF SAID NOTICE.
I AND OF
TOWN OF AGAWAM
LAND N/F
MORIN JUSTINE K
#15 ",.,
LAND N/F
THE OTIS/AGAWAM
REAL TY TRUST
SHED
fl
LAND NIF
PJRNIE CHARLES E
PIRNIE DIANE M
N 72'
REMAINING
LAND OF
CHARLES R. CALABRESE
MAP Jl1 2 12
4.45 ACRES±
ADEQUATE FRONTAGE & AREA
REMAINS TO SATISFY PRESENT
ZONING REQUIREMENTS
34" W -
LAND N/F
EDWARDS A STANLEY
EDWARDS NANCY ANNE
LAND N/F
WOJCIK MICHAEL S
WOJCIK LINDA L
WOODSIDE DRIVE
NOTES
1. THE RECORD OWNER OF THE SUBJECT PARCELS ARE ci-iARLES R. cALABRESE SEE
HAMPDEN COUNTY REGISTRY OF DEEDS BOOK 2727 PAGE 258.
2. PROPERTY LINES SHOWN HEREON WERE DERIVED FROM PLAN BOOK 231 PAGE 47,
PLAN BOOK 334 PACE B AND PLAN BOOK 30 PACE 4.
3. THE SUBJECT PROPERTIES SHOWN HEREON MAY BE SUBJECT TO RIGHTS AND
EASEMENTS AS CONTAINED IN THE VARIOUS DEEDS OF RECORD DESCRIBING SAID
PROPERTIES. THE LOCATION AND EXTENT OF ANY SUCH RIGHTS AND EASEMENTS IS
NOT THE SUBJECT OF THIS PLAN.
4. PARTIAL WETLAND AND M.A.H.W. BOUNDARIES DELINEATED BY R. LEVESQUE ASSOCIATES,
INC. (KATE BEDNAZ PWS# 1906) IN SEPTEMBER 2014. OFFSITE WETLANDS ARE NOT
THE SUBJECT OF THIS flUNG AND HAVE BEEN SHOWN TO DEPICT LIMITS OF BUFFER
ZONE.
5. SUBJECT PARCELS ARE ZONED AGRICULTURAL ACCORDING TO THE AGAWAM CIS ZONING
MAP.
6. APPROXIMATE LENGTH OF SAMUEL STREET FROM INTERSECTION OF WOODSIDE DRIVE -
234 FEET.
7. LOTS TO BE SERVICED BY PUBLIC WATER AND SEWER.
B. LOCATION OF EXISTING HOUSE, SHED AND GARAGE TAKEN FROM A(',AWAM CIS MAPPING
AND ARE APPROXIMATE.
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MAP J11 2 13
SEE PLAN BOOK 231 PAGE 47
t:,-20
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Lot 1
20,216 sq. ft.
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LAND N/F
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LAND N/F
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LOT 1
I
LAND N/F
KOEHNE DANIEL F I
LOT 2
& LINE LEGEND
IRON PIPE fOUND
IRON PIPE TO BE SET
CONCRETE BOUND FOUND
CONCRETE BOUND TO BE SET
WETLAND FLAG LOCATION
M.A.H.W. FLAG LOCATION
EDGE OF WETLAND
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==
CONDITIONS OF APPROVAL
1) ALL PROFESSIONAL STAFF COMMENTS ARE TO BE SATISFIED
2) THERE SHALL BE NO INCREASE IN RUNOFF TO THE NORTH
J) §CIf[[MlM& (AIH10IfVITA[) §I'IALL [j[ f?1f9V1[)E[) AWNfi THE fRQFS~TY YN[§ 9r
THE ABUTTERS TO THE SOUTH
4) A PERFORMANCE AGREEMENT AND COVENANT SHALL BE EXECUTED
5) NO ADDITIONAL LOTS SHALL BE CREATED WITHOUT FOLLOWING THE PROCEDURE
FOR DEFlNITlVE PLAN APPROVAL AS DESCRIBED IN CHAPTER 41 OF THE
MASSACHUSETTS GENERAL LAWS
6) EXECUTED COPIES OF ALL EASEMENTS SHALL BE SUBMITTED TO THE BOARD FOR
APPROVAL AND SIGNATURES
APPROVED WAIVERS
1) A WAIVER OF SECTION 159-B D OF THE AGAWAM SUBDIVISION RULES AND
REGULATIONS REQUIRING THE CURBUNE RADIUS FOR AN INTERSECTION OF PLACES
AND LANES TO BE 25 FEET TO ALLOW FOR A CURBUNE RADIUS OF 15 FEET AT
THE INTERSECTION OF SAMUEL STREET AND WOODSIDE DRIVE
2) A WAIVER OF SECTION 159-9 AND FIGURE 4.2 OF THE AGAWAM SUBDIVISION
RULES AND REGULATIONS REQUIRING THE SEPARATION BETWEEN THE SANITARY
SEWER AND WATER MAIN TO BE 10 FEET MINIMUM UNDER A TYPICAL ROAD
SECTION TO ALLOW FOR A 7 FOOT SEPARATION
3) A WAIVER OF SECTION 159-23 OF THE AGAWAM SUBDIVISION RULES AND
REGULATIONS REQUIRING SIDEWALKS TO BE CONSTRUCTED ON BOTH SIDES OF
THE STREET WITHIN THE STREET RIGHT OF WAY.
Owner
Charles R. Calabrese
Definitive Subdivision Plan
SAMUEL STREET
N'L Y OF WOODSIDE DRIVE & SAMUEL STREET
AGAWAM, MASSACHUSETIS
Surveyed and Mapped for
CHARLES R. CALABRESE
15 WOODSIDE DRIVE
AGAWAM, MASSACHUSETIS
----------.----------May 18, 2015 Scale: 1 "=50'
Prepared by
RLEVESQUE
ASSOCIATESil
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA 01 086
rlaland.com
50 0 25 50 100 ~~I~IIiiiiiiiiiiii~1
SCALE: 1"=50'
RLAProjectNumber: 141001
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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 LOCATION
EXISTING WATER VALVE
EXISTING WATER SHUT-OFF
£XI&TINC J-.JYDRANT
PROPOSED WATER VAVI.E
PROPOSED HYDRANT
EXISTING GAS VALVE
EXISTING SANITARY SEWER MANHOLE
EXISTING CATCH BASIN
EXISTING DRAIN MANHOLE
PROPOSED CATCH BASIN
PROPOSED MANHOLE
SOIL BORING LOCATION
OBSERVATION HOLE LOCATION
PERC TEST LOCATION
WETLAND FLAG LOCATION
M.A.H.W. FLAG LOCATION
WETLAND
EXISTING STONE WALL
TREE LINE
EXISTING SPOT GRADE
- - - --219-- - - -EXISTING CONTOUR
x 94.7
------~~~-------
" " " " " "
PROPOSED SPOT GRADE
PROPOSED CONTOUR
EDGE OF FLAGGED WETLANDS
--OHW---OHW--EXISTING OVERHEAD WIRES
---UEl---UEl EXISTING UNDERGROUND ELECTRIC
---Ta---TEl EXISTING TELEPHONE LINE
--GAS ---GAS --EXISTING GAS LINE
--WAT---WAT--EXISTING WATER LINE
---so---so EXISTING STORM DRAIN
--ss---ss EXISTING SANITARY SEWER
--lOW---LOW--LIMIT OF WORK LINE
I] IJ EROSION CONTROL BARRIER
TOWN OF AGAWAM
PLANNING BOARD
THE SUBDIVISION
'5PJ..1011'" IS REQU I RED
I
/
Joft,;-¥
DATE
I CERTIFY THAT];
ACCORDANCE W H
OF THE REGI Y
ABBREVIA TlONS
A.F.F. -ABOVE FINISHED FLOOR
A.F.S. ABOVE FINISHED SLAB
APPROX. -APPROXIMATE
A.T.F. -ABOVE TOP OF FOUNDATION
BLDG. -BUILDING
BLK. -BLOCK
BOT. -BOTTOM
B.O.W. -BOTTOM OF WALL
BRG. -BEARING
CB. -CATCH BASIN
CL -CENTERLINE
C.I. -CAST IRON
CLR. CLEAR
CONC. CONCRETE
CONT. CONTINUOUS
CONTR.
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DIAMETER
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EACH
ELECTRIC
ELEVATION
EXISTING
EXTERIOR
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FLOOR
-FOUNDATION
FOOT OR FEET
INSTALLED
LIGHT
MAXIMUM
M.A.H.W. -MEAN ANNUAL HIGH WATER
MH. MANHOLE
MIN.
MISC.
N.T.s.
O.A.
O.C.
P.S.I.
REINF.
R.H.
SHT.
SPEC.
SQ.
ST.
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T.O.W.
T.S.
TYP.
wi
WTR.
W.W.M.
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 STEEL
TYPICAL
WITH
WATER
WELDED WIRE MESH
I, CLERK OF THE
TO OF GAWAM HE EBY CERTIFY THAT NOTICE OF
APPROVAL OF THIS P N BY THE AGAWAM PLANNING
BOARD HAS BEEN RECEIVED AND RECORDED AT THIS
OFFICE AND NO APPEAL WAS RECEIVED DURING
TWENTY DAYS AFTER SUCH RECEIPT AND RECORDED
OF SAID NOTICE.
EROSION & SEDIMENT CONTROL NOTES
MANAGEMENT STRATEGIES
1. CONSTRUCTION TRAmc 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
SEDIMENTATION CONTROL PROGRAM.
VEGETATIVE CONTROL 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 SMOOTH 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 SEEDING.
-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.
TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS OUTSIDE THIS TIME
FRAME, UPON APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.
C. MAINTENANCE
_ ALL SEEDED/MULCHED AREAS SHALL BE INSPECTED REGULARLY TO SEE THAT A GOOD
STAND IS MAINTAINED. AREAS SHALL BE REPAIRED AS NECESSARY.
NONSTRUCTURAL CONTROL PRACTICES
1. SCARIFICATION: EXPOSED SLOPES EXCEEDING 4: 1 SHALL BE SCARIFIED AT RIGHT
ANGLES TO THE SLOPE. PROVIDE PERIODIC UPGRADING OF SERRATIONS DURING EXPOSED
PERIOD UNTIL VEGETATION IS ESTABLISHED. PROVIDE VEGETATIVE COVER AS SOON AS
POSSIBLE.
2. STRAW MULCH: STRAW MULCH SHALL BE APPLIED IN CONJUNCTION WITH
TEMPORARY/PERMANENT SEEDING AND TO GRADED AREAS WHICH REMAIN EXPOSED
OUTSIDE OF RECOMMENDED SEEDING DATES. MULCH SHALL BE APPLIED AT 90 LBS.
PER 1000 S.F. CONTRACTOR SHALL PERIODICALLY INSPECT AND REAPPLY AS NECESSARY,
PARTICULARLY FOLLOWING SIGNIFICANT STORM EVENTS.
3. TOPSOIL: DISTURBED AREAS SHALL BE TOPSOILED PRIOR TO SEED APPLICATION.
APPLICATION STANDARDS:
-REMOVE ALL ROCKS AND DEBRIS OVER 1"-1 1/2" IN DIAMITER.
• SCARIFY SURFACE PRIOR TO SEED APPLICATION.
-APPLY 6" DEPTH OF TOPSOIL.
4. SILT FENCE: SILT FENCE SHALL BE INSTALLED AROUND THE PERIMETER OF THE SITE,
AT CULVERT OUTLIT LOCATIONS, OR AS INDICATED ON THE DRAWINGS. SILT FENCE SHALL
BE INSPECTED AND REPAIRED ROUTINELY, ESPECIALLY FOLLOWING STORM EVENTS UNTIL
THE SITE HAS BEEN STABILIZED (COVER > 70%) BY VEGETATION.
STRUCTURAL CONTROL PRACTICES
1. RIP-RAP OUTLIT PROTECTION: RIP-RAP SHALL BE PROVIDED AT ALL PIPE OUTLITS.
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. MAINTENANCE SEDIMENTATION CONTROL MEASURES SHALL
BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT. THE FOLLOWING
ITEMS SHALL BE CHECKED IN PARTICULAR:
A. RIP-RAP OUTLIT PROTECTION SHALL BE CHECKED REGULARLY FOR SEDIMENT
ACCUMULATION. IF SIGNIFICANT AMOUNTS OF SEDIMENT ACCUMULATE, RIP-RAP
SHALL BE REMOVED AND REPLACED.
B. SILT FENCING SHALL BE INSPECTED REGULARLY FOR UNDERMINING AND
DITERIORATION. REMOVE SEDIMENT FROM BEHIND FENCE WHEN IT BECOMES 6
INCHES DEEP.
C. SEEDED/MULCHED AREAS SHALL BE INSPECTED REGULARLY TO SEE THAT A
GOOD STAND IS MAINTAINED. AREAS SHALL BE REPAIRED AS NECESSARY.
SILT FENCE INSTALLATION NOTES
1. THIS SEDIMENT BARRIER UTILIZES MIRAFI ENVIROFENCE (100X) OR EQUAL. IT IS DESIGNED
FOR SITUATIONS IN WHICH ONLY SHEIT 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 FEIT AWAY FROM THE TOE OF SLOPE.
3. WHEN JOINTS ARE NECESSARY. FILTER FABRICS SHALL BE SPLICED TOGITHER ONLY AT A
SUPPORT STAKES WITH A MINIMUM 6-INCH OVERLAP, AND SECURELY SEALED. SEE
MANUFACTURER'S RECOMMENDATION.
4. STAKES SHALL BE SPACED A MAXIMUM OF 10 FEIT APART AT THE BARRIER LOCATION AND
DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES). IN APPLICATIONS WHERE
HEAVY FLOWS ARE EXPECTED SUCH AS IN-STREAM INSTALLATIONS STAKE SPACING SHALL
BE PER MANUFACTURER'S 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 ANO UPSLOPE FROM THE BARRIER IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS.
6. THE PRE ASSEMBLED SILT FENCE SYSTEM SHALL BE UNROLLED, POSITION THE STAKES ON
THE DOWNHILL SIDE OF THE TRENCH AND HAMMER THE STAKES AT LEAST 12 INCHES INTO
THE GROUND.
7. THE BOTTOM SIX (6) INCHES OF THE FABRIC SHALL BE LAID INTO THE TRENCH TO
PREVENT UNDERMINING BY STORM WATER RUNOFF.
8. BACKFILL THE TRENCH OVER THE FILTER FABRIC AND COMPACT SUmCIENTLY 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 AUTHORITY; BUT, AT
MINIMUM SHALL BE CHECKED WEEKLY AS WELL AS AFTER EACH STORM EVENT.
MAINTENANCE SHALL CONSIST OF AN INSPECTION OF THE ENTIRE LENGTH OF THE BARRIER
TO DETERMINE IF IT IS FUNCTIONING AS INTENDED. ALL BREAKS, DETACHED FABRIC,
SLUMPED FABRIC, CLOGGED FABRIC, AND UNDERMINED AREAS SHALL BE FIXED THE DAY
THAT THEY ARE DISCOVERED.
11. WHEN A MAXIMUM OF SIX (6) INCHES OF SEDIMENT HAS ACCUMULATED BEHIND THE SILT
FENCE THIS SEDIMENT SHALL BE REMOVED AND THE FENCE SHALL BE INSPECTED FOR
TEARS, CLOGGING OF BREAKS. ALL DEFICIENCIES SHALL BE CORRECTED IMMEDIATELY
EITHER BY REPAIR OF REPLACEMENT OF THE SILT FENCE BARRIER AND/OR STAKES AS
NEEDED.
12. 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
PERMANENTLY STABILIZED.
HAY BALE INSTALLATION & MAINTENANCE (AS REO'O)
1. HAY BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE ON THE CONTOUR, WITH
ENDS OF ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER.
2. ALL BALES SHALL BE EITHER WIRE BOUND OR STRING TIES. BALES SHALL BE INSTALLED
SO THAT BINDINGS ARE 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 (6) INCHES. AFTER THE
BALES ARE STAKED AND CHINKED, THE EXCAVATED SOIL SHALL BE BACKFILLED AGAINST
THE BARRIER. BACKFILL SOIL SHALL CONFORM TO THE GROUND LEVEL ON THE DOWNHILL
SIDE AND SHALL BE 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 TOGITHER. 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) WITH 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')
6. HAY BALES GENERALLY DITERIORATE 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 THEJR USEFULNESS, BUT
NOT BEFORE THE UPSLOPE AREAS HAVE BEEN PERMANENTLY STABILIZED.
DEMO NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATION, INCLUDING BUT NOT LIMITED
TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED.
ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND
SHALL BE APPROVED BY SUCH.
2. CONTRACTOR SHALL ERECT AND MAINTAIN SAFETY BARRICADES AND POST PROPER NOTICES
PRIOR TO THE COMMENCEMENT OF WORK.
3. CONTRACTOR SHALL PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND
LANDSCAPING TO REMAIN.
4. CONTRACTOR SHALL MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM
FROM DAU4GE DURING DEMOLITION OPERATIONS.
5. DO NOT DAMAGE EXISTING UTILITIES TO REMAIN WITHIN PROJECT AREA. ALL DAMAGE TO
EXISTING UTILITIES TO REMAIN SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE
SAflsF),ef/8N 8F fHt UflUff 8WNtn.
6. CONTRACTOR SHALL PROMPTLY TRANSPORT DEMOLISHED MATERIALS OFF OWNERS PROPERTY
AND LEGALLY DISPOSED OF. DO NOT ALLOW DEMOLISHED MATERIAL TO COLLECT ON SITE.
CONTRACTOR SHALL PAY ANY DUMPING FEES.
7. THERE SHALL BE NQ BURNING OF DEMOLISHED MATERIAL ALLOWED ON SITE.
8. CONTRACTOR SHALL COORDINATE WITH OWNER FOR ANY ITEMS TO BE TURNED OVER TO
OWNER.
9. DEMOLISH AND REMOVE ALL PAVEMENT, SLABS, FOOTINGS, SUBSURFACE ELEMENTS,
MISCELLANEOUS DEBRIS, ETC. WITHIN PROPERTY LINES UNLESS NOTED OTHERWISE.
10. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST SO THAT DUST DOES NOT CREATE A
NUISANCE ON ADJACENT ROADS OR PROPERTIES. SITE CONTRACTOR SHALL BE RESPONSIBLE
FOR STREET SWEEPING AND CATCH BASIN CLEANING AFTER EACH PHASE OF CONSTRUCTION
AND AS NEED IS DETERMINED BY THE LANDSCAPE ARCHITECT/ENGINEER.
11. CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY ABANDONED SUBSURFACE SOIL
ABSORPTION SYSTEM (SAS) AND MISCELLANEOUS DEBRIS.
12. 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.
13. THE CONTRACTOR SHALL NOTIFY DIG SAFE @ 1-888-344-7233 PRIOR TO COMMENCEMENT
OF ANY DEMOLITION/CONSTRUCTION ACTIVITY.
LANDSCAPE NOTES
1. THE CONTRACTOR SHALL VERIFY FINAL SELECTION OF PLANT MATERIALS WITH THE
LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION.
2. NO PLANT MATERIAL WILL BE ACCEPTED WHICH DISPLAYS MAJOR IRREGULARITIES OR
DAMAGE. THt OWNER/LANDSCAPE ARCHITECT RETAINS THE RIGHT TO REJECT ANY PLANT
MATERIAL DEEMED UNFIT.
3. WARRANTEE: FOR A PERIOD OF TWO GROWING SEASONS FROM THE DATE THAT THE WORK
UNDER THIS CONTRACT IS CERTIFIED AS SUBSTANTIALLY COMPLITE, THE CONTRACTOR
SHALL: 1) 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 DITERMINED BY THE OWNER; 3) REPLANT WITH STOCK OF SAME
SIZE AND QUALITY AS ORIGINALLY 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 PROPER
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-SrrE 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 DITAILS.
6. ALL TREE AND SHRUB PITS SHALL BE AT LEAST 2 FEIT WIDER AND 1 FOOT DEEPER
THAN THE TREE OR SHRUB ROOT BALL TO BE PLANTED IN IT. BACKFILL SHALL BE HIGH
QUALITY LOAM OF THE PROPER pH AND ORGANIC CONTENT SUITABLE FOR THE HEALTHY
GROWTH OF PLANT MATERIALS.
7. ALL PLANTS SHALL BE NURSERY GROWN AND CONFORM TO THE LATEST EDITION OF "ANSI
zoo. 1. AM~ft(CAN STANDARD FOft NURSERY STOCK",
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. ADJACENT TO THE TOP OF ANY WALLS OVER .36" A FENCE OR WALL SHALL BE
CONSTRUCTED PER PLAN THAT MEITS LOCAL BUILDING CODE AND ALL OTHER APPLICABLE
STATE AND FEDERAL LAWS.
11. SEE DITAIL SHEETS FOR ADDITIONAL DITAILS & SPECIFICATIONS.
12. SHOULD GC OR ANY SUBCONTRACTOR ENCOUNTER A DISCREPANCE/CONFLICT IN THE
PLAN AN THE ACTUAL LOCATION OF A SITE FEATURE, THE CONTRACTOR SHALL CONTACT
THE LANDSCAPE ARCHITECT/ENGINEER AND OWNER IMMEDIATELY.
13. ALL AREAS DISTURBED DURING CONSTRUCTION NOT DESIGNATED TO RECEIVE OTHER
TREATMENT SHALL BE LOAMED TO A MINIMUM DEPTH OF 4" AND SEEDED IN ACCORDANCE
WITH THE FOLLOWING:
A. INCORPORATE GROUND LIMESTONE INTO ALL AREAS TO BE SEEDED AT A RAT OF 50
LBS/1.000 S.F.
B. APPLY 10-6-4 FERTILIZER TO ALL AREAS TO BE SEEDED AT A RATE OF 2
LBS/l,OOO S.F.
C. THOROUGHLY INCORPORATE LIME AND FERTILIZER INTO SEED BED TO DEPTH OF 3"
BY DISCING OR OTHER APPROVED METHOD.
D. SEED WITH THE FOLLOWING MIXTURE, APPLIED AT A RATE OF 10 LBS/l,OOO SF
SEED MIX:
NAME OF SEED
POS PRETENSES
"BARON"
BARON BLUEGRASS
FESTUCA RUBRA
"PENNLAWN"
PENNLAWN FESCUE
LOliUM PERENNE
''pENNFINE"
PENNFINE
% BY WEIGHT MIN. % PURITY
IN MIXTURE
50 90
25 95
25 98
MIN. GERMINATION
75
85
95
E. MULCH ALL SEEDED AREAS WITH STRAW AT A RATE OF 5 LBS/l,OOO S.F.UNLESS
HYDROSEEDING WAS USED.
F. ALL SLOPES OF 3:1 OR GREATER AFTER BEING LOAMED, SEEDED AND MULCHED IN
ACCORDANCE WITH THE ABOVE SHALL SECURED WITH EROSION CONTROL BLANKETS
(NO. AMERICAN GREEN S150 OR EQUAL). OVERLAP ALL NETTING JOINTS A MINIMUM
OF 6" AND SECURE WITH DOUBLE ROW OF STAPLES.
PERMITTING
RLEVESQUE
ASSOCIATES~
landscope Architects
Civil Engineers' Land Surveyors
Environmental Consultan1s
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Weslfield, NIA 01086
rlaland.com
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Charles R. Calabrese
15 Woodside Drive
Agawam, MA01001
ISSUANCE DATE, May lB, 2015
REVISIONS,
UNAUTHORIZED AlTERATION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSETTS STATE LAW
SCALE I.s NOTED
RLA PROJ. NUMBER, 141001
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GENERAL CONSTRUCTION NOTES
1. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR OR HIS AUTHORIZED
REPRESENTATIVE SHALL CONVENE A PRE-CONSTRUCTION CONFERENCE BETWEEN THE
CllY/TOWN REPRESENTATIVES, CONSULTING ENGINEER/LANDSCAPE ARCHITECT, UTlLllY
COMPANY REPRESENTATIVES, AND ANY OTHER AFFECTED PARTIES.
2. THE OWNER AND R LEVESQUE ASSOCIATES, INC. AND/OR THEIR REPRESENTATIVES, IN
PREPARING THESE PLANS HAVE ATTEMPTED TO LOCATE ALL EXISTING UTILITIES IN THE
PROJECT AREA. HOWEVER, THERE MAY BE UTlLrnES THAT WERE NOT OR COULD NOT BE
LOCATED. UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE IN APPROXIMATE
LOCATIONS ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND
ELEVATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR
SHALL CALL ALL APPROPRIATE UTlLllY COMPANIES FOR LOCATIONS OF THEIR UTILITIES AT
LEAST 48 HOURS BEFORE COMMENCING EXCAVATION. IN THE EVENT THAT A UTILITY IS
SITUATED SUCH THAT CONSTRUCTION CANNOT PROCEED AS SHOWN ON THE PLANS, THE
PROJECT ENGINEER/LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY.
3. THE SITE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR DUE
TO HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UTILITIES.
4. ALL FILL WORK REQUIRED TO BRING THE PROPOSED ROADWAY UP TO SUB-GRADE LEVEL
SHALL CONFORM TO MHD SPECIFICATIONS SECTION 150.
5. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE
CONSTRUCTED TO SAME.
6. ALL WORK IN THE CllY/TOWN RIGHT-OF-WAY AND EASEMENTS SHALL BE IN ACCORDANCE
WITH THE CITY/TOWN SPECIFICATIONS AND MASSACHUSETTS DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFJCATIONS FOR ROAD AND BRIDGE CONSTRUCTION,
U\. T~T ~DjTION.
7. THE CONTRACTOR SHALL GIVE THE CllY /TOWN A MINIMUM OF 48 HOURS NOTICE BEFORE
BEGINNING EACH PHASE OF CONSTRUCTION.
8. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS
DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT,
STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING
CONDITIONS.
9. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE CONDITIONS OF APPROVAL
OUTLINED IN ALL STATE AND LOCAL PERMITS. COPIES OF THE CONDITIONS ARE INCLUDED
WITHIN THE PROJECTS TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REVIEWING THIS INFORMATION PRIOR TO CONSTRUCTION ANO
CONFORMING TO THE CONDITIONS AS REQUIRED DURING CONSTRUCTION.
10. THE CONTRACTOR SHALL MAINTAIN THE JOB CLEAR OF TRASH AND DEBRIS. THE WORK
AREAS ARE TO BE PICKED UP AT THE END OF EACH WORK DAY.
11. ANY TEMPORARY FACILITIES FOR THE STORAGE OR PROTECTION OF TOOLS, EQUIPMENT OR
MATERIALS SHALL CONFORM TO LOCAL REGULATIONS AND SHALL BE THE GENERAL
CONTRACTORS RESPONSIBILITY. THESE DOCUMENTS DO NOT INCLUDE THE NECESSARY
COMPONENTS FOR CONSTRUCTION SAFElY. SAFElY, CARE OF ADJACENT PROPERTIES
DURING CONSTRUCTION, AND COMPLIANCE WITH STATE AND FEDERAL REGULATIONS
REGARDING SAFElY SHALL BE THE GENERAL CONTRACTORS RESPONSIBILIlY.
12. THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL VISIT THE SITE AND
BECOME FAMILIAR WITH ALL CONDITIONS PRIOR TO SUBMITTING HIS PROPOSAL. NO
EXTRAS DUE TO UNFAMILIARllY WITH THE EXISTING SITE OR WORKING CONDITIONS WILL
BE ALLOWED.
13. CONTRACTOR SHALL BE REQUIRED TO PERFORM FINAL CLEANUP CONSISTING OF CLEANING
THE PROPOSED DRAINAGE AND SEWER SYSTEMS OF ALL DEBRIS PRIOR TO THE
ACCEPTANCE BY THE OWNER. ADDITIONALLY, THE PROPOSED ROADWAY SHALL BE CLEANED
AND SWEPT BY THE CONTRACTOR PRIOR TO ACCEPTANCE.
14. ALL EXCAVATION SHALL COMPLY WITH OSHA'S LATEST STANDARDS. ALL REQUIREMENTS
OF OSHA'S EXCAVATION STANDARDS SHALL BE PROVIDED BY THE CONTRACTOR INCLUDING,
BUT NOT LIMITED TO, THE PROVISION FOR A COMPETENT PERSON ON SITE MANAGER AND
ANY REQUIRED DOCUMENTATION THAT MAY REQUIRE CERTIFICATION BY A PROFESSIONAL
ENGINEER. THE OWNER, THROUGH ITS ENGINEER, SHALL EXPRESSLY NOT PROVIDE ANY
OF THE ABOVE REQUIREMENTS DESIGNATED BY OSHA'S EXCAVATION STANDARD.
15. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE COST OF LAYING OUT ALL
ITEMS OF THE WORK BASED ON CERTAIN HORIZONTAL CONTROL AND BENCHMARK
SUPPLIED BY THE SURVEYOR OF RECORD. ANY DISCREPANCIES SHALL BE IMMEDIATELY
REPORTED TO THE ENGINEER.
16. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, EQUIPMENT, PERMITS AND
APPURTENANCES NECESSARY TO PROVIDE A COMPLETE PROJECT AS INDICATED ON THE
PLANS AND IN THESE SPECIFICATIONS.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A THOROUGH SITE EXAMINATION IN ORDER
TO PREPARE SITE FOR CONSTRUCTION.
18. ANY AND ALL DEMOLISHED TREES, STRUCTURES AND OTHER RUBBLE MATERIAL PERTAINING
TO THIS PROJECT SHALL BE DISPOSED OF BY THE CONTRACTOR OFF-SITE AT HIS
EXPENSE IN ACCORDANCE WITH ALL OF THE CllY/TOWN ORDINANCES AND ALL
APPLICABLE STATE AND FEDERAL ENVIRONMENTAL REGULATIONS.
19. ALL PAVEMENT DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED IN
ACCORDANCE WITH THE SPECIFICATIONS AND AS SHOWN ON THE DRAWINGS.
20. ALL STREET EXCAVATIONS SHALL BE COMPLETELY CLOSED AT THE END OF EACH WORKING
DAY BY BACKFILLING OR COVERING WITH STEEL PLATES.
21. ALL MATERIALS AND METHODS ARE TO COMPLY WITH THE CllY/TOWN DPW STANDARDS OR
MASSACHUSETTS DEPARTMENT OF TRANSPORTATION (MASSDOT) (WHERE APPLICABLE),
UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
22. PERMITS WILL BE REQUIRED BY CONTRACTOR WHEN WORKING WITHIN OR OCCUPYING
PUBLIC WAY. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED WORK
PERMITS AND MAINTAINING A COPY OF ALL PERMITS IN A THREE RING BINDER OR
PROJECT BOOK AND ON-SITE AT ALL TIMES,
23. BACKFILL WILL BE PLACED IN SUCCESSNE LAYERS NOT MORE THAN TWELVE INCHES IN
THICKNESS AND SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSllY DETERMINED
BY STANDARD PROCTOR TEST (ASTM 698) FOR ALL APPLICABLE lYPES OF BACKFILL
MATERIAL. NO FROZEN MATERIAL SHALL BE USED AS BACKFILL. IF, IN THE OPINION OF
mE ENGIN[[/~ OR mE DPW, mE EXCAVATED MATERIAL IS UNSUITABLf, mE ENTIRE
MATERIAL FOR BACKFILLING SHALL CONSIST OF APPROVED GRAVEL OR APPROVED
BORROW, AS DIRECTED. AFTER THOROUGH TAMPING AROUND AND BENEATH THE UTILITY,
A SIX-INCH LAYER OF BACKFILL WILL BE THOROUGHLY COMPACTED AS FOLLOWS: IF
DRY, SHALL BE MOISTENED AND THEN COMPACTED WITH MECHANICAL TAMPERS OR BY
HAND TAMPERS HAVING A TAMPING FACE NOT EXCEEDING 25 SQUARE INCHES IN AREA.
THE FINAL TWELVE INCHES OF FILLING WILL, IN ALL CASES, CONSIST OF APPROVED
GRAVEL THOROUGHLY TAMPED.
24. CONTRACTOR SHALL PROVIDE FIELD COMPACTION VERIFICATION UTILIZING ASTM D5195-02,
STANDARD TEST METHOD FOR DENSllY OF SOIL & ROCK IN-PLACE AT DEPTHS BELOW
THE SURFACE BY NUCLEAR METHODS.
25. CONTRACTOR SHALL PROVIDE FIELD COMPACTION RESULTS TO ENGINEER WITHIN
24-HOURS PRIOR TO PLACEMENT OF INFRASTRUCTURE OR BITUMINOUS BINDER.
26. ALL FILL TO BRING PROPOSED ROADWAY UP TO THE SUB-GRADE LEVEL SHALL EXTEND
PAST THE EDGE OF THE RIGHT-OF-WAY AT A 2:1 SLOPE. THIS IS TO PROVIDE ADEQUATE
SUPPORT FOR THE RIGHT-OF-WAY .
LAYOUT NOTES
1. ALL CONSTRUCTION IN CITY/TOWN RIGHT-OF-WAYS AND/OR EASEMENTS SHALL BE IN
ACCORDANCE WITH THE CllY/TOWN STANDARD SPECIFICATIONS.
2. IN THE EVENT OF DISCREPANCIES BETWEEN LOCAL SPECIFICATIONS AND SITE
SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL GOVERN.
3. SITE CONTRACTOR SHALL PROTECT ALL BENCHMARKS AND PROPERlY MONUMENTATION
AND SHALL REPLACE OR REPAIR, AT HIS OWN EXPENSE, BENCHMARKS AND
MONUMENTATION DISTURBED DURING CONSTRUCTION.
4. ALL STRIPING, PAVEMENT MARKINGS, AND TRAFFIC SIGNAGE SHALL BE IN ACCORDANCE
WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, UNLESS
OTHERWISE NOTED ON THE PLANS.
5. ALL WORK SHALL COMPLY WITH FEDERAL, STATE AND LOCAL CODES AND ORDINANCES
INCLUDING BUT NOT LIMITED TO: AASHTO, OSHA, EPA, DEP, MASSDOT , ETC. THE
GENERAL CONTRACTOR SHALL APPLY FOR ALL PERMITS AND SHALL PAY ALL PERMIT
RELATED FEES. ALL NECESSARY PERMITS SHALL BE OBTAINED PRIOR TO THE START OF
WORK.
6. ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS ARE TO BE VERIFIED BY
THE CONTRACTOR. IF FIELD CONDITIONS VARY SIGNIFICANTLY ENOUGH TO REQUIRE A
CHANGE TO THE CONTRACT DOCUMENTS, THE PROJECT PROPONENT AND LANDSCAPE
ARCHITECT/ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
7. THE SITE/GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL CONTACT THE OWNER AND
LANDSCAPE ARCHITECT/ENGINEER SHOULD HE FIND ANY CONFLICT OR INCONSISTENCY
BETWEEN THE WORK SHOWN ON THE DRAWINGS AND NORMAL ACCEPTED CONSTRUCTION
PRACTlCI;;S. DR J-/£ ~I-lALL ASSUME;: R£SPDNS:J9ILlTY f:DR ALL C'DRR£CTJONS.
8. ANY CORRECTIONS REQUIRED FOR REVISIONS TO THE CONTRACT DRAWINGS INITIATED BY
THE GENERAL CONTRACTOR OR SUBCONTRACTORS WITHOUT PRIOR APPROVAL OF THE
OWNER AND OR THE LANDSCAPE ARCHITECT/ENGINEER SHALL BE ACCOMPLISHED AT THE
CONTRACTORS RISK.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL & LEGAL DISPOSAL OF ALL
MATERIAL NECESSARY TO PREPARE THE SITE FOR THE NEW CONSTRUCTION AS SHOWN ON
THE SITE DRAWINGS.
10. REPAIR DAMAGED CllY/TOWN ROADS AND CURBS IN ACCORDANCE WITH MASSDOT AND/OR
THE CITY/TOWN REGULATIONS.
11. CONTRACTOR SHALL SAWCUT PAVEMENT EDGE WHERE PAVEMENT TO REMAIN IS ADJACENT
TO PAVEMENT TO BE REMOVED.
12. CONTRACTOR SHALL PREPARE SITE AS NECESSARY FOR CONSTRUCTION SHOWN ON THE
PLANS.
EARTHWORK NOTES
1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS
UTILIlY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT DR COMPLETE. THE CONTRACTOR
MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE
RESPDNSIBILIlY OF THE CONTRACTOR TO RELOCA TE ALL EXISTING UTILITIES WHICH
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
2. ALL CUT OR FILL SLOPES SHALL BE 3: 1 OR FLATTER UNLESS OTHERWISE NOTED.
3. STORM PIPE SHALL BE AS NOTED ON PLANS.
4. EXISTING DRAINAGE STRUCTURES TO 8E INSPECTED AND REPAIRED AS NEEDED, AND
EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
5. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS.
6. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS.
7. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL
BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING
STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
8, ALL STORM PIPE ENTERING STRUCTURES SHALL BE SEALED TO ASSURE CONNECTION AT
STRUCTURE IS WATERTIGHT,
9. ALL STORM SEWER MANHOLES FRAMES AND GRATES ARE TO BE SET EQUAL TO FINISH
GRADES, AND SHALL HAVE TRAFFIC BEARING RING & COVERS (H20).
10. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE
A SMDOTH FIT AND CONTINUOUS GRADE.
11. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL
AND PAVED AREAS.
12. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES
OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR
STEEPER. CONTRACTOR SHALL GRASS DISTURBED AREAS IN ACCORDANCE WITH THE
SPECIFICATIONS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED.
13. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE
CONSTRUCTED TO SAME.
14. IF CONTRACTOR RELOCATES DR SETS NEW BENCHMARKS, THE VERTICAL ELEVATIONS OF
THE BENCHMARKS SHALL BE SET WITHIN A TOLERANCE OF O.OlD FT.
15. CONTRACTOR SHALL LEAVE GRADE BEHIND CURB IN ALL PLANTER AREAS A MINIMUM OF
4" LOW FOR THE PLACEMENT OF SUITABLE TOPSOIL OR PLANTING MIX.
SITE UTILITY NOTES
GENERAL:
1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF
PROPOSED UTILITIES.
2. TOPS OF EXISTING MANHOLES SHALL BE SET EQUAL TO FINISH GRADE. IN
GRASSED LANDSCAPED AREAS WITH WATER TIGHT LIDS.
3. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION
STRENGTH AT 3000 P.S.I.
4. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES.
5. EXISTING UTlLrnES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY
NEW LINES.
6. SITE/GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE
SPECIFICATIONS OF THE LOCAL AUTHORITIES AT THE CllY WITH REGARD TO
MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES,
7. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON
AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE
UTlLllY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST
EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE
PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
8. CONTRACTOR SHALL COORDINATE WITH ALL UTILIlY COMPANIES FOR INSTALLATION
REQUIREMENTS AND SPECIFICATIONS.
9. CONTRACTOR SHALL COORDINATE INSPECTION OF UTILITY LINES WITH APPROPRIATE
AUTHORITIES PRIOR TO BACKFILLING TRENCHES.
10. CONTRACTOR SHALL COMPLY WITH THE LATEST OSHA STANDARDS OR DIRECTIVES
OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING
PROCEDURES. THE CONTRACTOR SHALL 8E RESPONSIBLE FOR THE DESIGN AND
MAINTENANCE OF ALL SUPPORT SYSTEMS, SLOPING, BENCHING, AND OTHER MEANS
OF PROTECTION.
11. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES WITH LOCAL
COMPANIES TO AVOID CONFLICTS AND TO ASSURE THAT PROPER DEPTHS ARE
ACHIEVED. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANIES FOR
EXACT LOCATION AND SCHEDULING OF CONNECTIONS TO TH£JR FACILITIES.
12. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY, DUE TO THE LACK OF AVAILABLE DOCUMENTATION. ALL
UTILITIES, INCLUDING CURB BOXES, MAY NOT BE SHOWN ON THESE DRAWINGS.
THE CONTRACTOR SHALL CALL THE "DIG SAFE CENTER" TO HAVE ALL UTILITIES
MARKED ON THE GROUND PRIOR TO THE START OF CONSTRUCTION
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION
OF ALL EXISTING UTILITIES, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR
ANY AND ALL DAMAGES WHICH OCCUR DUE TO HIS FAILURE TO LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
14. DO NOT INTERRUPT EXISTING UTILITIES WITHOUT AUTHORIZATION FROM THE OWNER,
OWNERS OF ADJACENT PROPERTIES, AND THE CORRESPONDING UTlLllY OWNER,
CONTRACTOR SHALL ARRANGE TO SHUT OFF UTILITIES, AS REQUIRED, WITH THE
UTlLllY OWNERS.
15. COORDINATE UTlLllY TERMINATION WITH UTILITY OWNERS.
SEWER:
1. SANITARY SEWER MAINS AND LATERALS SHALL BE PVC PIPE CONFORMING TO ASTM
D 3034-SDR35. THE MINIMUM SIZE FOR SEWER MAINS SHAL BE 8"; SEWER
LATERALS SHALL BE 4" MIN.
2. ALL SANITARY SEWERS, SEWER FORCE MAINS, AND SEWER LATERALS SHALL BE
INSTALLED IN FIRST -CLASS BEDDING AND IN ACCORDANCE WITH THE DEPARTMENT
OF PUBLIC WORKS SPECIFICATIONS. SEWERS SHALL BE INSTALLED TO THE LINE
AND GRADE INDICATED ON THE PLANS.
3. ONLY PRECAST CONCRETE MANHOLES OF A DESIGN APPROVED BY THE TOWN
ENGINEER SHALL BE INSTALLED ON A SANITARY SEWER MAIN.
4. NO GROUNDWATER OR SURFACE WATER SHALL BE DISCHARGED INTO THE SANITARY
SEWER.
5. WHERE ROCK IS ENCOUNTERED, IT SHALL BE REMOVED TO A DEPTH OF ONE
FOOT BELOW THE FLOWLINE OF THE SEWER AND THE PIPE LAID IN A PROPERLY
COMPACTED GRANULAR MATERIAL APPROVED BY THE TOWN ENGINEER.
6. ONLY GRANULAR MATERIAL APPROVED BY THE TOWN ENGINEER SHALL BE USED AS
BACKFILL IN ANY TRENCH EXCAVATION.
WATER:
1. CONTRACTOR SHALL CONTACT THE CllY/TOWN WATER DEPARTMENT FOR
SPECIFICATIONS AND MAKE OF VALVES, VALVE BOXES, FIRE HYDRANTS AND ALL
OTHER WATER LINE APPURTENANCES.
2. WATER LINE TESTING AND STERILIZATION SHALL BE PERFORMED IN ACCORDANCE
WITH LOCAL DPW SPECIFICATIONS AND WATER DISTRIBUTION SYSTEM. CONTRACTOR
SHALL COORDINATE TESTING WITH THE CITY WATER DEPARTMENT.
3. ALL WATER MAIN SHALL BE DUCTILE IRON (0.1.), CLASS 52, AWWA C-151 (ANSI
A21.40), D.I. PIPE SHALL BE DOUBLE CEMENT LINED WITH A SEAL COAT
CONFORMING TO AWWA C-l04 (ANSI A-21.4).
4. JOINTS FOR D.1. PIPE SHALL BE PUSH-ON OR OTHERWISE APPROVED, AWWA
C151(ANSI A-21.51) WITH GASKETS CONFORMING TO AWWA C-lll (ANSI
A-2Ul) MAXIMUM LENGTH OF PIPE TO BE 20 L.r.
5. ALL FITTINGS SHALL BE DUCTILE IRON CLASS 53 WITH PRESSURE RATING OF 350
PSI AND MECHANICAL JOINTS CONFORMING TO AWWA C-151 (ANSI A21.51).
6. RETAINER GLANDS: RETAINER GLANOS SHALL BE DESIGNED TO IMPART MULTIPLE
WEDGING ACTION AGAINST THE PIPE. INCREASE ITS RESISTANCE AS THE PRESSURE
INCREASES. GLANDS SHALL BE MANUFACTURED OF DUCTILE IRON CONFORMING TO
ASTM A536-80. RESTRAINING DEVICES SHALL BE DUCTILE IRON HEAT-TREATED TO
A MINIMUM HARNESS OF 370 BHN. TWIST -OFF NUTS SHALL BE USED TO INSURE
PROPER ACTUATING OF THE RETAINER GLAND. DIMENSIONS OF THE GLAND SHALL
BE SUCH THAT IT CAN BE USED WITH THE STANDARD MECHANICAL JOINT BELL
AND TEE-HEADED BOLTS CONFORMING TO ANSI/AWWA A21.1 AND ANSI/WWA
153/A21.5. THE RETAINER GLAND SHALL HAVE A WORKING PRESSURE OF 250 PSI
WITH A MINIMUM SAFElY FACTOR OF 2: 1 AND SHALL BE CERTIFIED BY THE
MANUFACTURER TO BE COMPATIBLE WITH THE PIPE CLASS AND PIPE
MANUFACTURER FOR ALL SIZES PROVIDED ON THE JOB. THE RETAINER GLAND
SHALL BE MEGA-LUG AS MANUFACTURED EBAA IRON, INC., OR APPROVED EQUAL.
7. ALL WATER MAINS, UNLESS OTHERWISE NOTED, SHALL BE INSTALLED WITH A
MINIMUM FIVE FEET OF COVER. WHEN CROSSING ABOVE OR BELOW WATER
PIPELINES, A MINIMUM VERTICAL SEPARATION OF SIX INCHES SHALL BE PROVIDED.
WHEN CROSSING SANITARY SEWERS, A MINIMUM OF 1 B" SHALL BE PROVIDED.
TOWN OF AGAWAM
PLANNING BOARD
APPROVAL UNDER
COI)lJ.,R(~ )<J
E SUBDIVISION
IS REQUIRED
,ukHs=
, DATE
ctE)7A
S BEEN PREPARED IN
S AND REGULATIONS
ONAL LAND URVEY R
I, , CLERK OF THE
TO ~M CERTIFY THAT NOTICE OF
APPROVAL OF THIS PLA BY THE AGAWAM PLANNING
BOARD HAS BEEN RECEIVED AND RECORDED AT THIS
OFFICE AND NO APPEAL WAS RECEIVED DURING
TWENTY DAYS AFTER SUCH RECEIPT AND RECORDED
OF SAID NOTICE.
SITE UTILITY NOTES (CONTINUED)
8. THE INSTALLED WATER MAIN SHALL BE PRESSURE TESTED, FLUSHED AND
DISINFECTED BY CONTRACTOR IN ACCORDANCE WITH AWWA C-600 AND AWWA
C-651 OR PER CITY/TOWN WATER DEPARTMENT STANDARDS.
9, DUCTILE IRON PIPES SHALL BE INSTALLED IN ACCORDANCE WITH AWWA C-600.
10. ALL MECHANICAL JOINTS ARE TO BE RESTRAINED. FITTINGS SHALL BE RESTRAINED
BY MECHANICAL JOINT RESTRAINTS. THE PIPE CONNECTED TO THE FITTING SHALL
BE RESTRAINED PER THE MANUFACTURER'S SCHEDULE.
11. THE CONTRACTOR SHALL MARK THE LOCATION OF THE PROPOSED WATER MAIN AT
LEAST 48 HOURS PRIOR TO EXCAVATING. EXCAVATION SHALL NOT PROCEED
WITHOUT AUTHORIZATION BY THE ENGINEER.
12. ALL WATER MAINS, HYDRANT BRANCHES, AND SERVICES SHALL HAVE UTlLllY
WARNING TAPE. THE TAPE SHALL BE BURIED APPROXIMATELY 2 FEET BELOW
FINISHED GRADE.
13. BACKFILL SHALL BE COMPACTED TO 95 PERCENT OF THE STANDARD PROCTOR
DENSITY AS DETERMINED BY ASTM D698. COMPACTION EQUIPMENT USED MUST
BE SPECIFICALLY DESIGNED FOR COMPACTION. TAMPING WITH THE BACK OF THE
BACK HOE BUCKET IS UNACCEPTABLE COMPACTION.
14. ALL WATER SERVICES SHALL 8E 1" DIA. COPPER TUBING TYPE K, SOFT TEMPER
CONFORMING TO ASTM B88 UNLESS OTHERWISE NOTED.
15. DEPRESS WATER MAIN UNDER EXISTING SERVICES AND HYDRANT BRANCHES TO
MAINTAIN 5'-0" OF COVER.
16. ALL WATER MAINS SHALL BE LAID PER THE PLANS TO MAINTAIN THE MAXIMUM
SEPARATION FROM EXISTING OR PROPOSED SANITARY SEWER. DISTANCE SHALL BE
MEASURED EDGE TO EDGE.
17. IDENTIFY EACH PIPE LENGTH & FITTING CLEARLY WITH MANUFACTURE'S NAME &
TRADEMARK. NOMINAL PIPE SIZE & MATERIAL DESIGNATION.
lB. ALL WATER MAINS & SERVICE PIPES SHALL BE LAID IN A TRENCH SEPARATE FROM
ANY OTHER UTlLllY (GAS, ELECTRIC, TELEPHONE, ETC.) SHALL BE A MINIMUM NO
LESS THAN FNE (5) FEET FROM ANOTHER UTILITY.
19. ALL MATERIAL SHALL BE IN ACCORDANCE WITH CllY/TOWN WATER DEPARTMENT
"RULES & REGULATIONS". ALL WORK TO BE PERFORMED IN ACCORDANCE WITH
CllY/TOWN WATER DEPARTMENT "SPECIFICATIONS". CITY/TOWN WATER DEPARTMENT
STANDARDS SHALL TAKE PRECEDENCE OVER ANY REQUIREMENTS LISTED ABOVE.
PERMITTING
J/J_oC'
RLEVESQUE
ASSOCIATES~
Landscape Architects
Civil Engineers' land Surveyors
Environmental Consultants
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA 01 086
rlaland.com
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15 Woodside Drive
Agawam, MA 01001
ISSUANCE DATE, May 18, 2015
DATE,
A. Rev. per Eng. Comments 6/18/15
UNAUTHORIZED ALTERATION OF
THIS DOCUMENT IS AYIOLATION
OF MASSACHUSETIS STATE LAW
SCALE, AS NOTED
RLAPROJ.NUMBER,141001
DRAWING#
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TOWN OF AGAWAM
PLANNING BOARD
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ES AND REGULATIONS -rjEE/;~
SURVEYOR
APPROXIMATE LL.---
SAW-CUT LINE
I, CLERK OF THE
TOW A :4 HEREBY C RTiFY THAT NOTICE OF
APPROVAL OF THIS PLAN BY THE: AGAWAM PLANNING
BOARD HAS BEEN RECEIVED AND RECORDED AT THIS
OFFICE AND NO APPEAL WAS RECEIVED DURING
TWENTY DAYS AFTER SUCH RECEIPT AND RECORDED
OF SAID NOTICE.
2~~ ... 1~O~~2~O ........ ~40 C-=-::lI I I I
SCALE: 1"=20'
BENCHMARK
TOP OF HYDRANT SPINDLE LOCATED ON SOUTHERLY SIDE' OF WOODSIDE DRIVE
APPROXIMATELY 75 FEU EASTERLY OF INTERSECTION WITH SAMUEL STREU.
ELEVATION -125.10 (NAVD8B)
-------------------------------------------
4-. PARTIAL WULAND AND M.A.H.W. BOUNDARIES DELINEATED BY R. LEVESQUE
ASSOCIATES, INC. (KATE BEDNAZ PWS# 1906) IN SEPTEMBER 2014. OFFSITE
WULANDS ARE NOT THE SUBJECT OF THIS FILING AND HAVE BEEN SHOWN TO
DEPICT THE LIMITS OF BUFFER ZONE.
5. ADJACENT PROPERTY LINES AND ABUTTERS SHOWN HEREON ARE REFERENCED
FROM THE ASSESSOR DATA.
SUBJECT PARCELS ARE ZONED AGRICULTURAL ACCORDING TO THE: AGAWAM GIS
ZONING MAP.
THE SUBJECT PARCE:LS DO NOT CONTAIN BORDE:RING LAND SUBJECT TO
FLOODING ACCORDING TO FLOOD INSURANCE RATE MAP NUMBE:R 25013COJ84E
EFFECTIVE DATE: JULY 16, 2013.
9. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN NATURAL HERITAGE &
ENDANGERED SPECIES PROGRAM (NHESP) JURISDICTION (200B NHESP ATIAS).
SHORT-TERM EROSION CONTROL MAINTENANCE
1. THE CONTRACTOR OR SUBCONTRACTOR WILL BE RESPONSIBLE: FOR IMPLEMENTING
EACH CONTROL SHOWN ON THE SEDIMENTATION AND EROSION CONTROL PLAN.
2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PROPERLY MAINTAINED
DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL
CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED.
ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING CONSTRUCTION IN
ORDER TO CONTROL EROSION AND/OR OFF-SITE SEDIMENTATION IF DEEMED
NECESSARY BY ON-SITE INSPECTION.
J. EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE
COMMENCEMENT OF CLEARING, GRADING, EXCAVATION, OR OTHER OPERATIONS
THAT WILL DISTURB THE NATURAL PROTECTION.
4. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AT LEAST
ONCE EVERY SEVEN (7) CALENDAR DAYS AND AFTER ANY STORM EVENT GREATER
THAN 0.5 INCHES OF PRECIPITATION DURING ANY 24-HOUR PERIOD, AND THE
INSPECTION SHALL BE DOCUMENTED IN WRITING. DAMAGED OR INEFFECTIVE
DEVICES SHALL BE REPAIRED OR REPLACED, AS NECESSARY.
5. THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO AVOID E:XCESS
EROSION OF THE SITE DUE TO THE CONSTRUCTION OF THIS PROJECT.
6. SILT SHALL BE REMOVED FROM BEHIND BARRIERS IF GREATER THAN 6-INCHES
DEEP OR AS NEEDED. SEDIME:NT THAT IS COLLECTED IN STRUCTURES SHALL BE
DISPOSED OF PROPERLY AND COVERED IF STORED ON-SITE.
7. DAMAGED OR DUERIORATED ITEMS WILL BE REPAIRED IMMEDIATELY AFTER
IDENTIFICATION.
B. ALL DITCHE:S SHALL BE STABILIZED AS SOON AS IS PRACTICABLE TO MINIMIZE
EROSION.
9. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL OEVICES IN A GOOD,
WORKING STATE OF REPAIR UNTIL THEIR USE IS NO LONGER WARRANTED. AT
THAT TIME, THE EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED
OF SO AS TO CAUSE NO OFF-SITE SILTATION.
10. INSPECT AND MAINTAIN CONSTRUCTION ENTRANCE STONE SUCH THAT SEDIMENT
DOES NOT TRACK ONTO THE STREU. ANY SEDIMENT TRACKED ONTO THE
STREET SHALL BE CLEANED DAILY.
11. AFTER CATCH BASINS HAVE BEEN CONSTRUCTED AND THE SITE HAS BEEN PAVED,
THE CONTRACTOR SHALL PROTECT THE INLUS BY CONSTRUCTING INLU
PROTECTION AS SHOWN ON THE PLANS. INLET PROTECTION TO REMAIN IN
PLACE AND MAINTAINE:D UNTIL DISTURBED AREAS HAVE BEEN STABILIZED, LOAMED
AND SEEDED.
12. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE: UNTIL ALL DISTURBED
EARTH HAS BEEN SUBSTANTIALLY STABILIZED. AFTER REMOVAL OF MEASURES,
DISTURBED AREAS SHALL BE REGRADED AND STABIUZm AS NECESSARY.
1 J. THIS PLAN IS PROVIDED AS A BASIS FOR THE INITIAL SEDIMENTATION AND
EROSION CONTROL MEASURES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO UPDATE AND EXPAND THIS PLAN AS SITE CONDITIONS DICTATE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO PR£VE:NT THE OCCURRENCE OF SILTATION TO
WULAND RESOURCE AREAS AND THE MOVEMENT OF SEDIMENT BEYOND THE SITE
BOUNDARIES.
CONSTRUCTION SEQUENCE
1. CONTACT THE TOWN OF AGAWAM AT LEAST FORTY-EIGHT HOURS PRIOR TO
COMMENCEMENT OF ANY DE:MOLITlON, CONSTRUCTION, OR EARTHWORK ACTIVITY
ON THIS PROJECT.
2. CONSTRUCT ANTI-TRACKING PAD AT ENTRANCE AND INSTALL ANY REQUIRED INLU
fW6ffeTl6N As I3ffJleffl3 6N THf pLAN.
J. INSTALL SILT FENCE AS SHOWN ON THE PLANS.
4. UPON COMPLUION OF EROSION CONTROL MEASURES, CLEARING AND GRUBBING
AND EARTHWORK MAY COMMENCE.
5. CLEAR AND GRUB SITE. STOCKPILE ANY CHIPPING OR TOPSOIL MATERIAL TO
REMAIN ON SITE FOR LONGER THAN 14 DAYS AND INSTALL SILT FENCE AROUND
THE PERIMUER OF THE STOCKPILE.
6. COMMENCE EARTHWORK BY EXCAVATING FOR THE CUT/FILL SLOPES AS SHOWN
ON THE PLANS. STABILIZE/SEED ANY SLOPES THAT HAVE ACHIEVED FINAL
GRADE.
7. INSTALL UTILITIES AS SHOWN ON PLANS INCLUDING WATER SERVICE, SEWER
SERVICE, GAS SERVICE, ELECTRICAL SERVICE AND STORMWATER MANAGEMENT
SYSTEM.
B. GRADE THE: ALIGNMENT OF THE ROADWAY TO ACCEPT PAVEMENT SECTION
MATERIALS.
9. INSTALL PAVEMENT AS SPECIFIED ON THE PLANS.
10. UPON INSTALLATION OF PAVEMENT SURFACE, INSTALL INLU PROTECTION AS
REQUIRED ON ANY NEW INLU STRUCTURES.
11. FINAL GRADING AND STABILIZATION OF ANY REMAINING EXPOSED AREAS.
12. AT THE DIRECTION OF THE TOWN, EROSION AND SEDIME:NT CONTROL MEASURES
SHALL BE RE:MOVED.
RLeVeSQUe
ASSOCIATeS~
Landscape Architects
Civil Engineers' Land Surveyors
Environmental Consultants
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
WA",tfiAI.-l. MA 01 ORA
rlaland.com
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Agawam, MA 01001
UNAUTHORIZED ALTERATION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSmS STATE LAW
SCALE, AS NOTED
RLA PROJ. NUMBER, 141001
DRAWING# ,
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128 r'-----------------------T----------------------~!------------------------rl----------------------~'----------------------~'================~~~~~~~~~~~~========~--------~ 128 I I ~~~~ WOODSIDE DRIVE J - - - - -EXISTING GROUND 25' EASTERLY OF CENTERLINE
! -HIGH POIN ELEV 122.23 -____ EXISTING GROUND 25' WESTERLY OF CENTERLINE
, HIGH POI/'JT STA = 1+ 1
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a" DUCTILE IRON
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---',,---122
l
--,--118
116
--+--
162 LF S-0.010
8" PVC
------------------------------------11 4
112 1----
110
108
WATER METER
GRANITE ~~"~ __
L=23.3' R=1
CONTRACTOR TO COrVFIR'M-
LOCATION OF EXISTING TEE
PRIOR TO CONSTRUCTION
OJ ,
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THRUST BLOCK AT
i _._,-------------------------I--------+---r--------NO-------
, GROUNDWATER
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'-' '
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SAMUEL STREET, GRADES ALONG CENTERLINE OF ROADWAY
LANDING & ACCrSSIBLr
RAMP W/ DETECTABLf PANEL
PROPOSED STOP
SIGN & BAR
8" PVC
LF S=O.OIO
PROP. UNDERGROUND ELEC.,
TELE., CATV, ETC. CONDUIT
COORDINATE INSTALLATION WITH
UTILITY COMPANY
~IOCE/-l
1 "-TYPE K COPPER
WATER SERVICE (TYP.)
END WALK AT
DRIVfWAY FOR LOT 1
PSMH-
STA 1+40
OFFSET: 4.8 'R.
BERM CIRCLE
L=26.0' "~'''J.U
HORIZONTAL 1" = 20'
VERTICAL 1" = 2'
APPROX.
DRIVfWAY
LOCATION
Lot 1 WATER SHUT OFF I
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PROPOSED ./ /'
HYDRANT
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110
108
3+00 3+25
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OFFSET: 10.O'R.
BERJ CIRCLE I
L=f61.0' RfO.o'
MEET EXISTING DRIVE i
---ss '-1=;;';"-c:-S'-''l===i I vc SAMUEL STREET
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[XlsTING 30:--1-----
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----il --
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BERM LI"'lcLe:../
L=26.0' I<=LO.U
STA 0+ 15
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ACCESSIBLE RAMP W/
DfTECTABLE PANEL
INSTALL MOUNTABLE
CURB (CAPE COD BERM)
FOR ACCrSS TO
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I!!li:
~ ..:~~--------7l-SEE STANDARD
RESIDENTIAL
DRIVEWAY DETAIL
WATER
SHUT OFF
STA 2+19
OFFSET: 19.7'R.
5.0' CONCRETE WALK
PROPOSED GAS MAIN
COORDINATE INSTALLATION
WITH UTILITY COMPANY
.3+25
---i
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\
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TOWN OF AGAWAM
PLANNING BOARD
APPROVAL UNDER THE SUBDIVISION
CONT IS REQUIRED
/rlQrk
DATE
I CERTIFY THAT TH
ACCORDANCE WIC
OF THE REGIS"
EEN PREPARED IN
D RfGULATIONS
PROF. SIONAL LAND SURVEYOR
NOTES
11~~1r.di~'.i-.~~~~~1 CLfRK OF THE TOtJJ AGA \<\ -HEREBY CERTIFY THAT NOTICE OF
A PROVAL OF THIS PLAN BY THE AGAWAM PLANNING
BOARD HAS BEEN RrCENED AND RrCORDED AT THIS
OFFICE AND NO APPEAL WAS RECEIVED DURING
TWENTY DAYS AFTER SUCH RECEIPT AND RECORDED
OF SAID NOTICE.
1. THE RECORD OWNER OF THE SUBJECT PARCELS ARE CHARLES R, CALABRESE SEE HAMPDEN COUNTY
REGISTRY OF DEEDS BOOK 2727 PAGE 258.
2. PROPERTY LINES SHOWN HrREON WERE DrRIVED FROM PLAN BOOK 231 PAGE 4-7, PLAN BOOK 3.34
PAGE 8 AND PLAN BOOK 30 PAGE 4,
3. THE SUBJECT PROPERTIES SHOWN HEREON MAY BE SUBJECT TO RIGHTS AND EASEMENTS AS CONTAINED
IN THE VARIOUS DEEDS OF RECORD DESCRIBING SAID PROPfRTlES. THE LOCATION AND EXTENT OF
ANY SUCH RIGHTS AND EASEMENTS IS NOT THE SUBJrCT OF THIS PLAN_
4, PARTIAL WETLAND AND M.A.H.W. BOUNDARIES DELINEATED BY R. LE:VESQUE ASSOCIATES, INC. (KATE
BEDNAZ PWS# 1906) IN SEPTEMBER 2014. OFFSITE WETLANDS ARE NOT THE SUBJECT OF THIS FILING
AND HAVr BrEN SHOWN TO DEPICT THE LIMITS OF BUFFER ZONE.
5. ADJACENT PROPERTY LINES AND ABUTTERS SHOWN HrREON ARE REFERrNCED FROM THE ASSESSOR
DATA
6, SUBJECT PARCELS ARE ZONED AGRICULTURAL ACCORDING TO THE AGAWAM GIS ZONING MAP.
7. THE UNDERGROUND UTILITIES SHOWN HERroN HAVE BrrN LOCATED FROM FlrLD SURVfY INFORMATION
AND AVAILABLE RECORD DATA. THr SURVfYOR MAKES NO GUARANTrE THAT THE UNDERGROUND
UTILlTlrS SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR
ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN
HERE ARE IN THE EXACT LOCATION .INDICATED. ALTHOUGH THfY ARr LOCATED AS ACCURATELY AS
POSSIBLE FROM AVAILABLE INFORMATION.
8. THE SUBJECT PARCELS DO NOT CONTAIN BORDERING LAND SUBJECT TO FLOODING ACCORDING TO
FLOOD INSURANCE RATE MAP NUMBER 25013C0384E EFFECTIVE DATE: JULY 16, 2013.
9. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN NATURAL HfRITAGE & ENDANGERED SPECIES PROGRAM
(NHESP) JURISDICTION (2008 NHESP ATLAS).
CONSTRUCTION NOTES
1. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON SURFACE FEATURES AS LOCATED BY
SURVfY AND AVAILABLE RECORD DATA AND ARE APPROXIMATE. ACTUAL FlrLD LOCATIONS SHOULD Br
VrRIFIED WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT PRIOR TO
CONSTRUCTION.
2. CONTRACTOR TO NOTIFY DIG SAFE A MINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION
ACCORDING TO MA GENERAL LAWS.
3. APPROVED PLANS TO BE ON SITE AT ALL TIMES.
4. CHANGES TO THIS PLAN MAY OCCUR AS UNFORESEEN CONDITIONS ARISE. ALL CHANGES TO BE
APPROVED BY DESIGN ENGINEER, FIELD INSPECTOR AND CITY/TOWN ENGINrER.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND SAFETY OF TRAFFIC ON THE PUBLIC
AND PRIVATE WAYS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT.
6. CONTRACTOR SHALL PROTECT ALL SLOPES, VEGETATION, PAVING, WALKS, AND IMPROVEMENTS OUTSIDE
THE AREAS TO BE AFFECTED BY THE CONSTRUCTION OF THIS PROJECT.
7. TRrES, BRUSH AND STUMPS REMOVED BY CLEARING AND GRUBBING OPERATIONS SHALL BE
TRANSPORTED OFF THE PROJECT SITE TO AN APPROVED DISPOSAL LOCATION.
8. CALCIUM CHLORIDE/WATER FOR DUST CONTROL TO BE AVAILABLE AT ALL TIMES.
9. ALL CONSTRUCTION METHODS TO CONFORM TO TOWN PLANNING BOARD REGULATIONS AND DEPARTMENT
OF PUBLIC WORKS SPECIFICATIONS. -
10. TOWN DEPARTMENT OF PUBLIC WORKS APPROVAL IS NOT TO BE CONSTRUED AS AN ALL INCLUSIVE
APPROVAL AS OTHER APPROVALS MAY BE NECESSARY, I.E. TOWN ENGINErR, CONSERVATION, FIRE
DrPARTMENT, WATER DEPARTMENT, ETC .
! " t:~~ rJATbH l3AalNa m 1'II1V[ ~{J" 3fALfD sUMf?§ AND flOODs,
12. EROSION CONTROL MEASURES TO BE IN PLACE PRIOR TO START OF CONSTRUCTION •
13. WATER SERVICE TO HAVE A MINIMUM OF 60" OF COVER.
14. ALL WATER LINE CONNECTIONS SHALL HAVE MECHANICAL JOINTS.
15. SANITARY SEWER CONNECTION TO HAVE A MINIMUM OF 48" OF COVER. CLEAN-OUT SHALL BE
RfOUiRED EVrRY 100 FEET AND AT ALL BENDS.
STREET NOTES
1. THE LENGTH OF THE PROPOSED STREET IS APPROXIMATELY 234 FrET.
2. PROPOSED STREET IS CLASSIFIED AS A "PLAcE:" ACCORDING TO AGAWAM SUBDIVISION REGULATIONS.
3. THE rSTIMATED A~RAGE DAILY TRAFFIC (ADT) OF THE PROPOSED STREET IS 40 VEHICLES PER DAY.
BENCHMARK
TOP OF HYDRANT SPINDLE LOCATED ON SOUTHERLY SIDE OF WOODSIDE DRIVE
APPROXIMATELY 75 FEET EASTERLY OF INTERSECTION WITH SAMUEL STRrET.
ELEVATION = 125.10 (NAVD88) , "
R LEVESQUE
ASSOCIATES~
Landscape Architeds
Civil Engineers' Land Surveyors
Environmental Consultants
ph: 413_568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA 01086
rlaland.com
PREPARED FOR,
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Charles R. Calabrese
15 Woodside Drive
Agawam, MA 01001
ISSUANCE DATE, May 18, 2015
REVISIONS, DATE,
Cornments
B. Rev. per Eng. Comments
UNAUTHORIZED ALTERATION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSETTS STATE LAW
SCALE AS NOTED
RLAPROJ.NUMBER, 141001
DRAWING#
, ,I
,
:
--/
I 1.
_.
/
/
I
-I I -
w
w / I
126
SAMUEL
STREET
•
~~----
126
124------------_+-___ ~ __________ +--_____ ~ -------!-------~--~ --t-----------~~ 124
122 b~;:;:tl';:2~:::--
120 r--+-+-----~
118
12" HOPE 100 LF S=0.005 I
116 1-----1-~ ~------+-___ _
f.r HUPE 56 LF S=0.005
122
120 r SE:OIMENT FOREBAY
118 \
'[ HOPE 1\11
24 LF L ~
5-0.005
116
114 ~--~-t--------+ --------+----~ ---------+-----~·I----_++__----------__ -I 114
112
110
108
0+00
20"
OAK
1+00
DRAIN EASEMENT
2+00
GRADES ALONG CENTERLINE OF PIPE
HORIZONTAL 1" = 20'
VERTICAL 1" = 2'
RIM=120.47
RIM=122.0J
,
\ " "
-._/
/
/
/
/
I
/vOODED
/ ..... /
I
!
!
I
)
!
'~
) .....
I .....
I
!
10/ WIDE: GATE
)
!
! --
20' DRAIN
EASEMENT
RIM= 122. 75
12" IN= 116.42 (PDMH-2)
12" OUT=116.42 (PDMH-4)
12" HOPE
LF
S=0.005
RIM=121.54
'-I~ES:-l
w/ RIPRAP
12" INV=116.0±
12" IN=116.12 (PDMH-J)
12" OUT=116.12 (FES-l)
112
110
108
2+50
w/ RIPRAP
12" INV=115.5±
12" HOPE
~"n LF
S=0.017
10.0' WIDE
EMERGENCY OVERFLOW
INSTALL PERMANENT
EROSION CONTROL MAT
--......-P(JC~;-1
mM;;g 1 iO;l5
12" OUT=116.00 (FES-2)
(SEE DETAIL SHEET 0-1)
INFILTRATION BASIN
SEDIMENT FOREBAY
RIPRAP WEIR
..........
PROPOSED 4.0' ..........
VINYL COATED
CHAIN LINK FENCE
20 0 10 20 40 ~~I~I~1iIIIiIIl1
SCALE: 1"=20'
NOTES
1. THE RECORD OWNER OF THE SUBJECT PARCE:LS ARE CHARLES R. CALABRE:SE SEE
HAMPDE:N COUNT( RE:GISTRY OF DEEDS BOOK 2727 PAGE: 258.
2. PROPERT( LlNE:S SHOWN HEREON WERE DERIVE:D FROM PLAN BOOK 2Jl PAGE 47. PLAN
BOOK JJ4 PAGE 8 AND PLAN BOOK 30 PAGE 4.
3. THE SUBJECT PROPERTIES SHOWN HERWN MAY BE: SUBJE:CT TO RIGHTS AND EASEME:NTS
AS CONTAINW IN THE: VARIOUS DEWS OF RECORD DESCRIBING SAID PROPERTIES. THE
LOCATION AND EXTENT OF ANY SUCH RIGHTS AND EASEMENTS IS NOT THE SUBJECT OF
THIS PLAN.
4. PARTIAL WHLAND AND M.A.H.W. BOUNDARIES DELINEATW BY R. LEVESQUE ASSOCIATES,
INC. (KATE BEDNAZ PWS# 19Q6) IN SEPTEMBER 2014. OFFSITE WETLANDS ARE NOT THE
SUBJE:CT OF THIS FILING AND HAVE: BE:eN SHOWN TO DE:PICT THE LIMITS OF BUFFE:R
ZONE:.
5. ADJACE:NT PROPERT( LINES AND ABUTTE:RS SHOWN HEREON ARE: REFERENCED FROM THE
ASSESSOR DATA
O. "UtfJt:.(;/ I-'AI<(;HS ARE ZONW AGRICULTURAL ACCORDING TO THE: AGAWAM GIS ZONING
MAP.
7. THE: UNDERGROUND UTILITIES SHOWN HEREON HAVE: BEEN LOCATED FROM FIELD SURVEY
INFORMATION AND AVAILABLE: RECORD DATA THE SURVEYOR MAKE:S NO GUARANTE:E THAT
THE UNDERGROUND UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE
AREA, E:ITHE:R IN SERVICE: OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT
THAT THE: UNDERGROUND UTILITIES SHOWN HERE ARE IN THE: EXACT LOCATION INDICATE:O.
ALTHOUGH THEY ARE: LOCATW AS ACCURATE:LY AS POSSIBLE FROM AVAILABLE
INFORMATION.
8. THE SUBJE:CT PARCE:LS 00 NOT CONTAIN BORDeRING LAND SUBJE:CT TO FLOODING
ACCORDING TO FLOOD INSURANCE: RATE: MAP NUMBE:R 2501JC0384E E:FFECTIVE DATE::
JULY 16, 2013.
9. THE SUBJECT PROPERT( IS NOT LOCATW WITHIN NATURAL HeRITAGE: & ENDANGERE:O
SPECIES PROGRAM (NHE:SP) JURISDICTION (2008 NHESP ATLAS).
CONSTRUCTION NOTES
1. UNDeRGROUND UTlLlTlE:S SHOWN HeREON ARE BASm UPON SURFACE FEATURE:S AS
LOCATm BY SURVrr AND AVAILABLE: RE:CORD DATA AND ARE: APPROXIMATE:. ACTUAL
FIE:LD LOCATIONS SHOULD BE: VE:RIFlm WITH THE APPROPRIATE UTILITY COMPANY
AND/OR MUNICIPAL DEPARTMENT PRIOR TO CONSTRUCTION.
2. CONTRACTOR TO NOTIFY DIG SAFE A MINIMUM OF 72 HOURS PRIOR TO START OF
CONSTRUCTION ACCORDING TO MA GeNE:RAL LAWS.
J. APPROVE:D PLANS TO BE ON SITE: AT ALL TlME:S.
4. CHANGES TO THIS PLAN MAY OCCUR AS UNFORESEEN CONDITIONS ARISE. ALL
CHANGES TO BE APPROvm BY DESIGN ENGINEER, FIELD INSPECTOR AND CITY/TOWN
ENGINEE:R.
5. CONTRACTOR SHALL BE RE:SPONSIBLE FOR THE MAINTE:NANCE AND SAFETY OF TRAFFIC
ON THE: PUBLIC AND PRIVATE WAYS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT.
6. CONTRACTOR SHALL PROTE:CT ALL SLOPE:S, VEGETATION, PAVING, WALKS, AND
IMPROVEMENTS OUTSIDE THE AREAS TO BE AFFECTED BY THE CONSTRUCTION OF THIS
PROJE:CT.
7. TREES, BRUSH AND STUMPS REMOVED BY CLEARING AND GRUBBING OPERATIONS SHALL
BE TRANSPORTED OFF THE PROJECT SITE TO AN APPROVED DISPOSAL LOCATION.
8. CALCIUM CHLORIDE:/WATER FOR DUST CONTROL TO BE AVAILABLE AT ALL TIMES.
9. ALL PAVEME:NT MARKINGS CHANGm, ALTE:RED OR REMOVE:D SHALL 8E REAPPLIED.
10. ALL CONSTRUCTION METHODS TO CONFORM TO TOWN PLANNING BOARD REGULATIONS
AND DEPARTMENT OF PUBLIC WORKS SPE:CIFICATIONS.
11. TOWN DEPARTMENT OF PUBLIC WORKS APPROVAL IS NOT TO BE CONSTRUED AS AN ALL
INCLUSIVE APPROVAL AS OTHER APPROVALS MAY BE NECESSARY, I.E. TOWN ENGINEER,
CONSERVATION, FIRE: DE:PARTMENT, WATER DEPARTMENT, He.
12. ALL CATCH BASINS TO HAVE 48" SEALED SUMPS AND HOODS.
13. EROSION CONTROL MEASURES TO BE IN PLACE PRIOR TO START OF CONSTRUCTION.
INFILTRATION BASIN NOTES
1. INFILTRATION BASIN BOTTOM TO BE LOCATED A MINIMUM OF 2.0' ABOVE ESTIMATE:D
SEASONAL HIGH GROUNDWATER (ESHGW).
2. DO NOT DISCHARGE SEDIMENT-LADEN WATERS FROM CONSTRUCTION ACTIVITIES (RUNOFF,
WATE:R FROM EXCAVATIONS, ETC.) TO THE INFILTRATION BASIN AREAS DURING ANY STAGE
OF CONSTRUCTION.
3. 00 NOT TRAFFIC EXPOSED SOIL SURFACE: WITH HEAVY CONSTRUCTION EQUIPMENT.
PE:RFORM EXCAVATIONS WITH LIGHT EARTH-MOVING mUlPMENT POSITIONED OUTSIDE: THE
LIMITS OF THE INFILTRATION COMPONE:NTS OF THE SYSTEM IF FEASIBLE:.
4. If INfILTf?ATlON /3AsiN Af?fAs mf f}{f36sfB BURiNG coNsTRUctioN ANo 00 RECEiVE'
SEDIME:NT DEPOSITS, BASIN BOTTOM MUST BE OVER EXCAVATED 6-8" INTO NATIVE
MATERIAL TO REMOVE SEDIMENT DEPOSITS.
5. ALL DRAINAGE AREAS TO AN INFILTRATION BASIN FACILlT( ARE: TO BE STABILIZED PRIOR
TO INSTALLATION OF TOPSOIL/COMPOST MIX AND SE:E:O MIX.
6. INFILTRATION BASIN BOTTOMS AND EMBANKMENTS TO BE SEEDED AS NOTED ON PLANS.
NO TREES OR SHRUBS TO BE PLANTED WITHIN INFILTRATION BASINS OR EMBANKMENTS.
DO NOT USE SOD.
BENCHMARK
TOP OF HYDRANT SPINDLE LOCATE:D ON SOUTHERLY SIDE: OF WOODSIDE: DRIVE
APPROXIMATELY 75 FEET EASTERLY OF INTERSE:CTlON WITH SAMUEL STREET.
ELEVATION -125.10 (NAVD88)
----~~-~--~-
TOWN OF AGAWAM
PLANNING BOARD
APPROVAL UNDER THF SUBDIVISION
COI'HRO S REQUIRED
PlJrk
DATE
-~-
BE:eN PREPARm IN
NO REGULATIONS
I, ,/ CLERK OF THE
TO /II A 14 WAM HE~E:8Y CERTIFY THAT NOTICE: OF
APPROVAL OF THI~/PLA/II BY THE AGAWAM PLANNING
BOARD HAS BEEN' RECEIVED AND RECORDED AT THIS
OFFICE AND NO APPEAL WAS RE:CE:IVE:D DURING
TWENT( DAYS AFTER SUCH RECEIPT AND RECORDED
OF SAID NOTICE:.
PERMITTING
R LeVeSQUe
ASSOCIATES i!!
Landscape Architeds
Civil Engineers· land Surveyors
Environmental Consultants
ph: 413.568.0985 fax: 413.568.0986
AO ~rhonl ~t"A""t . P n Rny AAO
Westfield, 1M 01086
rlaland.com
Z 1--Zln We(
:Em wz
lnO e(-W~ Za: -I-e(...J a:-ell z -
PREPARED FOR,
-'-'II ..t::.
1:: o z
Charles R. Calabrese
15 Woodside Drive
Agawam, MA 01001
DATE,
UNAUTHORIZED ALTERATION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSmS STATE LAW
SCALE, AS NOTED
RL.A PROJ. NUMBER, 141001
DRAWING#
C-5
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.,
"
"',
~,
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,
h
" h
~ .f
;4 :1\
~ .f
5.0' CONCRE:7E WALK
---
FABRIC AND STONE
CUL-DE-SAC ISLAND
WITH 1-1/2"
ROUNDED STONE
C0
Lot 1
, .. = 20' P'\.-.-
10 0
;<I , ,
,
20
~1 a a
f21.901
®
~ I
1/21.931
CUL-DE-SAC GRADING & PLANTING PLAN
1" = 20'
PCB-
RIM=120.95
TRANSITION
1121.531 LlUti~l: l12TIf"""'''' 1121.471
GRANITE CURB
L=23.3' R=15.0"-~
,
. ,
, .
RIM-120A7
------
/ STREET TREE
(TYP.)
C0
10.0'
Q-~ IIIJ
1121.021 Lot 2 I •
0J 20.0' ,.
-'--'--'--.-
®
KEY BOTANICAL NAME COMMON NAME
1 1.55
ap QUERCUS PALUSTRIS
<I
"
PCB-2
RIM=120.95
12L65
/21.1
PIN OAK
11:112~1~. DO~I~
TRANSITION [112~1~,il1nll\~:~~~. ~~~Ull~2dl.~2~31r---------------------
x
00 °0°0 ,
121.21 1121.311 GRANTIE CURB -----l=23.2' R=15.0'
TRANSITION ~ 'f==i:-------____ _
121.6
TRANSITION
121.5
1" = 1 O' e.-.-
5 0 10
TRANSITION
WOODSI,E
INTERSECTION GRADING DETAIL
1" = 10'
-----
--
SIZE
2.5"-3" CAL.
BEEN PREPARED IN
NO REGULATIONS
TOWN OF AGAWAM
PLANNING BOARD
APPROVAL UNDER THE SUBDIVISION
CONTRO;": S REQUIRED
I, p CLERK OF THE
_~~'~ K~ jo/)s-k
"" DATE
TO N A WA HERE£l CERTIFY THAT NOTICE OF
APPROVAL OF THIS PLAN BY THE AGAWAM PLANNING
BOARD HAS BEEN RECEIVED AND RECORDED AT THIS
OFFICE AND NO APPEAL WAS RECEIVED DURING
TWENTY DAYS AFTER SUCH RECEIPT AND RECORDED
OF SAID NOTICE.
EMERGENCY OVERFLOW
INSTALL NORTH AMERICAN GREEN PERMANENT EROSION
CONTROL MAT -C350 (OR APPROVED EaUlVAlENT)
INSTALL PER MANUFACTURER'S SPECIFICATIONS
ELEV=121 0 EXISTING G~~~~_~
rifj,m~~Tn'T'-- -..!J<..!J<.iY_ - - - - - - - - - - - - -~±~ - - - - - ---'-- -~ - --~~~ - - - - --=--::--=-.-..:.~=\-----:~,ll::J.~r£.l
NOTES:
SEDIMENT FOREBAY
RIPRAP WEIR 3: 1 SIDE SLOPE
(TYP)
SEDIMENT
/ FOREBAY ""
ELEV=116.0 1
1. SEE GRADING PLAN FOR INFlLTRATlON BASIN DIMENSIONS AND LOGATION.
1.0'
LOAM & SEED
INSTAll EROS/ON-,-.._
CONTROL FABRIC
ElEV=116.0
---~---=V~~ESHGW
2. DURING BASIN EXCAVATION, USE NATIVE SOILS THAT WERE EXCAVATED FROM THE A OR B HORIZONS AND MIX WITH
COMPOST, PROPERLY AGED TO KILL ANY SEED STOCK. SCARIFY THE NATIVE MATERIALS AND USE THE COMPOST
MATERIAL TO SHAPE THE BASIN. MIX INTO THE PARENT MATERIAL TO A DEPTH OF 12 INCHES,
3. IMMEDIATELY AFTER CONSTRUCTING THE BASIN, STABIUZE THE BOTTOM AND SIDE SLOPES WITH WATER-TOLERANT GRASS.
4. INFILTRATION BASIN BOTTOM TO BE A MINIMUM 2.0' ABOVE ESTIMATED SEASONAL HIGH GROUNDWATER (ESHGW) AS
DETERMINED BY SOIL EVALUATIONS LOCATED WITHIN THE EXTENTS OF THE BASIN.
SECTION THROUGH INFILTRATION BASIN
NO SCALE
4.5'x4.5' ALUMINUM GRATE
3"x3" GROOVE FOR GRATE
A PRECAST CONCRETE
STRUCTURE
f ~ ~'-,'---;i OUTLET PIPE If ~t-l--H'l+=====t B
2.5' LI--r-4.0' 1 LL': '--_ -'-.r.-,-:"J
5.0' I '---+-SQUARE "
A
PL4N VIEW
OUTLET CONTROL STRUCTURE
NO SCALE
3.0' MIN.
TOP WIDTH
RIPRAP SEDIMENT FOREBA Y
NO SCALE
"I
INV=120.25
6" PRECAST
CONCRETE
STRUCTURE
INV=IIB.75
LJ-t--4.0' -----0-1
4" TO 6" OF
ANGULAR RIPRAP
5.25'
•
INV= 116.0
1.0' . ,
1CS:~~.::s:;;!:S£::Q",tS;l~~' '~~~ (MIN.)
1.0'
1----1--(MIN.)
SECTION a-a
ANTI-SEEP
COLLAR
POCS-l
OUTlET CONTROL STRUCTURE
SEE PLAN FOR DETAILS
5.25'
•
'.
•
EXISTING GROUND
~.-__ -t1l---4" DIAMETER r ORIFlCE
•
4.0'
t'~
\ \ <
_/
! • • "
1.0'
19'~~~~~~~\ls~~ (MIN.)
SECTION A-A
1.0'
1----1-(MIN.)
PERMITTING
RLeVeSQUe
ASSOCIATeS~
Landscape Architeds
Civil Engineers' land Surveyors
Environmental Consultants
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA OJ 086
rlaland.com
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C
-'II
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"C "C a U10<C III 0 8.~
0'1-"-0
D..::::Jl -"-'II .r:.
"t o z
Charles R. Calabrese
15 Woodside Drive
Agawam, MA 01001
May 18, 2015
UNAUTHORIZED ALTERATION OF
THIS DOCUMENT IS A VlOIA 1l0N
OF MASSACHUSETIS STATE lAW
SCALe, AS NOTED
RLA PROJ. NUMBeR, 141001
DRAWING#
• ...
-,.
· -,
\ .
, ••
· ".t
• ·r
· . ~
~L i 1·3/4" TO 3" ANGULAR CRUSHED STONE t ! GEOTEXnI£ (OPTIONAL)
It, .• -;:::-}", ............ -•.•. -j .. ~' ..... , .. --" .~-, ,~:-"" .. ;.,.~. I
I I:>" MINUIIUM I
SECTION A-A I--
r-
I--50' ~INIMUM
A+-Ai . ::..''1
![ tJi~~ ~}~tJI0~~~J~~[~i~t{f! ::--'::~i '" r-1?t· ;;1
'" r-~:{ 2
'" ~ ~
A+-"'(:
MAINTAIN SIDEWA1/ I--
ll1ROUGH ENTRANCE: r-(IF PRESENT) r-
r--
I--
I--
I::lQIES:
1. EACH SITE ENTRANCE IS TO HAVE A lEMPORARY CONSTRUCTION ENTRANCE.
2.
3.
4.
5.
6.
DRAWN BY: JGO
DATE: 03/05/07 REV:
OW<>. NO.: I
APPROVED BY: MCC
DRAWN BY: DIoID
STONE IS TO BE 1-3/4" TO 3" ANGULAR CRUSHED STONE.
ANY SEDIMENT TRACKED INTO THE ROADWAY NEEDS TO BE ClEANED
IMMEDIATELY.
ADDITIONAL STONE IS TO BE ADDEO TO THE PAD AS NEEDED TO MAINTAIN
THE ORIGINAL DEPTH.
ANY SIDEWALK DAMAGED DURING CONSTRUCTION MUST BE REPLACED AT
THE CONTRACTORS/DEVELOPERS EXPENSE.
SIDEWALK MUST REMAIN PASSABlE, IF THE SIDEWALK BECOMES UNSAFE
IMPASSABLE, A TEMPORARY SIDEWAlK/ SIDEWALK DETOUR MUST BE
PROVIDED.
TEMPORARY CONSTRUCTION ENTRANCE
01/19/10
N.T.S
PR""cr SHT. NAME
TOWN OF AGAWAM TEMPORARY CONSTRUCTION
CONSTRUCTION STANDARDS ENTRANCE
""'''''''''
EDGE fOR mIP. PA't6iENT VI""'''' "' ... C PAYPEl'IT
COKPACTEP IN 1 r urn
1. 1BrolP~'r' PA'tEMfNT O'I'ER TRENCHES IN SmEET TO RfMAlH
FOR A IMHIMUM or 60 DAYS. lBIPORARY P-'I"ftoIENT ~ BINDER
COURSE IN cr.IE LIFT _ COlD PAlCH KNO'aN ~ ftQPR" MAYSE USED
~ 'M"£ H IS UNAVAILABlE.
2. RQlOVE lEIotPORAR'f PA'oOlENT AND R£Pv.cE WITH P£RIU.N£Nt
PAVDlOO
J,. PAVEMDlT ll-IICI(NESS to SE 5" MINJIoIUM, OR GREAlIR TO IAATCH
OClSllNG CONDITIONS.
<t. ilH£Rr PAVEMEI\IT IS CUT 2'-0· Oft L£SS Fli<* EDGE OF ROAD.
REFA""NG 10 EJaEND TO EDGE or ROAD.
5. EPGf: OF OClSnNG PA'IEIoIEHT SHALL at TREATED VolIn! A rACK COAT PRIOR 10 PLACEMENT Of' THE P£RMANEHT PATai.
6. EXCEPT AS OlHER'MSE DIRECTED BY lHE D.P.W. 3)PT. THE EDGE
Of PAVEt.elT AOJAC£tiT TO ?ATctI SHALL at HEAl£O WITH
IHfRAAED EQUIPMENT TO SEAL THE .JOItfIS.
PROJECT
PERMANENT PAVEMENT
REPLACEMENT DETAIL
N.T.5.
SHT. IWIE
OR
DATE: 12_5_96 REV.: .3-15-98 TOWN Of AGAWAM
CONSTRUCTION STANDARDS
PERMANENT PAVEMENT
REPLACEMENT DETAIL owe. NO.: ,
APPROVED BY: JlD
SHT. NO.
ES-1
SHT. NO.
H-3
DRAWN BY: JGD
DATE; 3/8/2007
owe. NO.: 1
APPROVEO BY: t.lCC
HMA
H-l FOR
10· MINIMUM FROM TOE OF SlOPE
f1llER """0-........
""'ACT ""'01',
SECTION A-A
NOTES:
1. SILT FENCE IS TO 8E INSTALLED BEFORE ANY LAND DISTURBING
ACTIVATES START AT THE CONSTRUCl1ON SITE -OR-AS
DIRECTED IN THE SITE'S EROSION AND SEDIMEHTA TlON PLAN.
2. II>JSPECT SILT FENCE ON WEEKLY BASIS AND AFTER EACH RAIN
ANY DETERIORATED/DAMAGED SILT FENCE MUST BE REPLACED
IMMEDIAlELY.
3. REMOVE SILT FROM FENCE AS NEEDED -OR~ WHEN THE SILT
HAS ACCUIAULAlED TO HALF THE QRIGjNAL HEIGHT OF THE
FENCE.
4. WHEN JOINING TWO SECTIONS OF FENCE, ROll. lliE END STAKES
TOGETHER SUCH THAT lHERE IS NO GAP IN iHE FENCE,
OVERLAPPING FENCE SECTIONS IS NOT AN ACCEPTABLE
AL TERNA TlVE
PROJECT
SILT FENCE
N. T.S
SHT. ,....
TOWN OF AGAWAM
CONSTRUCTION STANDARDS SILT FENCE
HMA TOP COURSE
BINDE~~ ,) ~ 6' I-V!YPE VB ~< ".' '.' VERTICAL
. ~ '.:.:.;./ GRANITE CURB . '::.-f. HEIGHT VARIES . ..... ;::'>""~ 15" -17' .-~. "
GRAVEL BASE .~ ,
SHT. NO.
ES-2
SEE DETAI~~
THICKNESS l .:. ;.:.: .. :'-.' . CEMENT CONCRETE \ GRAVEL SUBBASE r-12
'-
PRDC£IIIJR[ liESCRJI£D f£RON ts III'I'LlCIoIL[ IN.Y IF" CUR. IS TD J£" SET KTER
IM£ NG"'* JIND£R Cl1aE ME. 1N PUU. D'tt£fiIIISE I%MEHT COItCIICn: 'II1LL
1£ £~T£D MIl liIIAlIll. ~v. IE IIIOa(T UP 'Ill T": 1U11tll !If' Tl€
tAS£ COUIrSE. FlII ll£$CIllf>TUI,. IUITDIW.$ Hal aJISlJIUCTDI ~, SEE SPEClfR:AllDN$.
NOTES:
1. SHALL CONfORM TO M9.04.1 UNLESS OTHERWISE STATED '. CUT NEAT UNE 6~ FRot.! CURB LINE AND REMOVE BINDER, BASE ANO STONE,
AND REPLACE WITH CE~ENT CONCRElE.
3. ACCEPTABLE CEMENT CONCRET IS ANY CLASS UNDER SECTION 1A4 OF THE 1988
MHO STANDARD SPECIFlCA110NS; AlL TEST REQUIREMENTS ARE WAIVED. HMA IS
NOT AN ACCEPTABlE SUBSITUTE.
4. WHEN SET ON RADII, iHE CURBING SHAlL BE CUT WITH THE REQUIRfD RADIUS
OF CURVATURE.
VERTICAL GRANITE CURB
N.T.S
D~WN BY; \oRK REV. BY: JIG, JGD PROJECT SIfT. NAME SHT. NO.
D .... TE: 2/2/99 REII.: 01/19/10 TOWN OF AGAWAM
DWG. NO.: I CONSTRUC~ON STANDARDS VERTICAL GRANITE CURB H-4
APPROVED BY: JID, MCC
I CERTIFY THAT T
ACCORDANCE WI
OF THE REGIST
I'J6t1t;'U~~~~~=
""
URVEYOR
TOWN OF AGAWAM
PLANNING BOARD
T E SUBDIVISION
IS REQUIRED
WI ,tJ/f{;¥
~ DATE
APPROVAL OF THIS P BY THE AGAWAM PLANNING
BOARD HAS BEEN RECEIVED AND RECORDED AT THIS
OFFICE AND NO APPEAL WAS RECEIVED DURING
TWENTY DAYS AFTER SUCH RECEIPT AND RECORDED
OF SAID NOTICE.
MINIMUM THICKNESS FOR PAVEMENT
HOT MIX ASPHALT GRAVEL BASE a. GRAVEL SUB-BASE
TYPE UF SURFACE BINDER BASE <INCHES) DENSE SUB BASE <INCHES) STREET COURSE CCURSE BASE GRADED CRUSHED CM 1.03.0 TYPE B. 3'
(INCHES) <INCHES) (INCHES) STONE (M 201.7) MAX.)
PLACE: 1.5· 3.0· "A ".0' 8.0'
LANE 1.5" 3.0· "A 4.0' 8.0'
SUBC(]LLECHlR 1.5" 2.0' 3.0' 4,0' 8.0'
CDLLECTDR 1.5" 2.0' ·to· 4,0" 10,()"
NOTE. THE THICKNESSES ABOVE DO NIlT APPLY Til INI)USTRIAL PARK ROADS
1. THE MATERIAL TO BE USED FOR THE GRAVEl BASE (THE 4" OF MATERIAL OIRECTl Y UNDER THE BINDER COURSE Of PAVING)
IS TO BE DENSE GRADED CRuSHED STONE (NOT PROCESSED GRA'IIU OR OTHER NAllJRAL STDNE PROOOCT.) MHD
Sf'EOflCATlDN t.l2.01.7. 'WHICH MUST BE 1oIET, STATES mAT COARSE AGGREGATE (14 SIEVE AND LARGER) NUST BE CRUSHER
RUN.
2 • lHE UHE, GRADE AND COMPACTION II THE GRAVEL SUB-BASE (lHE 8-LA'vtR Of GRAVEL BORROW DIRECTLY UNDER THE
DENSE GRADED CRUSHED STONE) MUST BE APF'RO'wt1) BY ENGINEERING BEFORE THE 4-LAYER or DOOE GRADED CRUSHED
STONE IS PLACED. IT IS IMPORTANT THAT ENOUGH TIME IS AllOWED IN THE CONSTRUCTION SCHEDULE SO THAT AELD
"-
DENSITY TESTS CAN BE MADE (AT DEVEl.OPER"s EXPENSEJ'
GRAYa SAIo4PLES fOR lHE SUB-BASE AND BASE 'MLL B TAKEN BY lHE ENClNEERING DI\IISiON FOR TESTING. THE SAMPLE
MlJST IllEET ITS RESPECTIVE MHO SPECIACA nON AND BE A.PPRO~ BY THE TOYIiN ENGINEER BEfORE At/'{ OF THE GRAVEL C~ BE SPRE.A.O ON-SITE. THE TOYm ENGINEER OR THEIR AGENT ARE SOLELY RESPONSIBLE FOR CHAIN Of CUSTODY Of All
SAMPLES; ANY TESTlNG PERfORMED OUTSIDE OF 1HE TO'IIN CHAIN OF CUSTODY WILL NoT BE ACCEPTED. •• flELD DENSITY l£STlNG IS TO BE MADE-ON 80rn lHE GRAIJEL SUB-BASE AND GRAVEL BASE SEPARAlElY. lHE GRAVEL
SiJ8-BASE IS TO BE TESTED BEFORE THE GRAVEL BASE WILL BE AllOWED TO BE PLACED.
5. YlttEN THE GRA\u FOR THE SUB-BASE AND BASE IS SPREAD OUT, IT IS TO BE SPREAD INTO THE SIlE STARTING AT THE
SITE'S ENTRANCE AND WORKING INWARDS. ,. THE BINDER COURSE or PAVING CANNOT 8E LAID UNTIL ll-lE ENGINEERING DIVISION HAS APPROVED THE GRADE FOR THE
ROADWAY AND THE COMPACTION OF TH£ GRAVEL BASE.
7. PRIOR TO INSTAWNG THE CURB. THE DEVELOPER SHill HAVE THE UHES OF THE PR<POSED CURBING LAID OUT WITH RED
PAINT OR alliER MARKING AND THEN NOTIFY ENGINEERING THAT MARKING IS READY FOR INSPECTION. AFTER INSPECllON,
ENGINEERING WIll NOTIFY THE OEvaOPER THAT CURBING IS ElTHER READY FOR LAYING OR CORRECTIONS MUST BE MADE TO
THE MARKINGS. IN THE lATTER CASE, THE DEVELOPER MUST MAKE THE CORRECTIONS PRIOR m APPROVAL AND
INSTAllATION. TACK COAT IS REQUIRED BEFORE PlACNENT OF HMA BERMS.
S. PRIOR TO LAYING THE TOP COURSE Of PA\O£MENT, AND AFTER THE CURB IS INSTALlED. THE PAVEMENT MUST BE FLOODED
SO THA.T ENGINEERING CAN OOSERVE AND SURVEY THE GRADES OF BINDER COURSE TO DETECT ANY DISCREPANOES IN
GRADE. THIS INf"ORMATION MUST BE F'URNISHED TO THE PAViNG SUBCONTRACTOR BY THE DE'waOPtR so THAT ANY
NECESSARY SHIMMING OF THE PAVEt.lENT CAN BE !dADE. ENGINEERING WIll. CHECK SHIMS.
9. AS NOTED IN THE SUBDIVISION REGULATIONS AND STANDARD PERrORI.IANCE AGREEMENT, THE PRESENCE Of" AN INSPECTOR
\\ttl NOT REUEVE THE DEVElOPER OF HIS OBUGATIONS TO PROVIDE A SA.TlSFACTORY INSTALLATION Of ALL FACiLITIES VlHICH
ARE A PART OF THE SUBDIVISION.
10. TACK COAT WIll. BE REQUIRED TO BE APPLIED AT A RATE Of 1/20 GAL/SY 'MiENE\IER PLACING HMA OVER EXISTING
PAVEMENT, OTHERWISE lHE TACK COAT SHAlL BE AS SPECIFIED IN SECllON 460.62 Of lHE MHD STANDARD SPEQFlCATl0N5.
STREET DESIGN STANDARDS
TYP£ OF" STREET RIGHT Dr 'wIAY 'JIDTH PAVEMENT 'JIDTH (FEED (FEEl)
PLACE J6 50 26
LANE 50 30
.
SUBCOL.LECTIJR 60 36
COLLECTOR 66 40
REVISED OS/2008
DRAWN BYl DMD REV. BY: JTG, ~ICO P .... ECT SHf. NMIIE SHT. NO.
OATE: 1/23/98 REII.: 01/19/10 TOWN OF AGAWAM
DWC. NO.; 1 CONSTRUCTlON STANDARDS STREET STANDARDS H-1
APPROVED BY:JID, !.tcc
l' -3"
GUTTER
LINE
GUTTER
LINE
NOTE:
THE GRANtTE CURBING SHALL BE
INSTALLED AS SPECIFIED ON
DETAIL SHEET H-4.
ISOMETRIC VIEW <"J
1"
FRONT VIEW SIDE VIEW
SLOPED GRANITE CURB/HMA BERM TO VERTICAL GRANITE CURB
GRANITE TRANSITION CURB
DRAWN 5Y: JGD
DATE: 5/27/2008
DWG. NO.: 1
APPROVED BY: MC1::
N.T.S
PROJECT
TOWN Of AGAWAM
CONSTRUCTION STANDARDS
SHT. NAAlE SHT. NO.
GRANITE TRANSITION CURB H-5
ROW
~ CONST.
&",~5~'-mif~~~'~'-~~~~-,+'~/"~ffi~A~~~~~ED~W~A~Y~ __ ~t-__ ~IL/"~m~A~~~~II~m~W~AuY __ -1
a. Ir SIDEWALK (1/2 PAVEMENT WIDTH)
S'
MODIFIED TYPE-2
1.50"; ~D~ 1:32
~r
HIIotA BER~
1.50% ./ 4-" CDlENt ~c. SiD£WALK
1: 4B SLOPE------6M LOAM ~rt./ w. DRIl£WAVS)
NOTE:
_1:48 SLOPE
ELECT., 1EL,
&: CATV CONDUIT
30· Mlb COVER
6'6~ T J
HOPE SMOOTH WALL
STORM DRAIN
(SEE PLAN/PRORLE)
,n° "'N
SEE PlAN
10' MIN.
e 5E:E: PLAN I
8" CLASS 52 OJ
WATERMAIN 8" PVC $OR .35
SANiTARY SE~
(SEE PLANjPROFlL£)
5' MIN. COVER
.30~ MIN. COVER
GAS ~AIN
G) I--6' 6·
4' MIN. COVER OR
LESS WITH WRlnEN
APRROVAl OF THE DPW
SUPERINTENDENT
jHMA lOP COURSE 1 9"
ODIFlED T'rI'E Z BERIoI e l/Z" R£\'EAL
TAOI( COAT IS REQlJJREO
SEnEEJI Id.L COlIRSES OF HIolA ANO (JII "THE HWA
lIEI'OlIE FLACa<lG HIolA !ERM =~~H:":A~BI~N~D~R~CO:UR~~~~~~ BASE 4~ DENSE GRADED
TYPICAL ROADWAY SECTION GRAVEL SUB BASE CRUSHED STONE BASE --'\\,=-!'::::2~"---....,.J-._ PROVIDE EXTENSTlON -lJ ~. Of BINDER &: GRAVEL
EE H~ 1 FOR THICKNESSES BASE FOR BERM
N.T.S.
PER MA HIGHWAY -95% IJINIMUM DRY DENSITY COMPAC110N
BASED ON STANDARD PROCTOR -ALL ROADWAY CONSTRUCTION. OF GRAVEL AND Ht.4A SUPPORT
MODIFIED PROCTOR IS USED ONLY NEAR BRIDGE ABUTMENTS &: HEAVY DUTY APPUCA TlON
DRAWN BY: D .. O RElilSIONS 1--"""""-'''-'-''''''------
DATE: 12-5-98 1. 6-30-99 BY JTG
PWG NO· 1 2. 11-22-99 BY Nee
APPRO\/ED BY: JlD Mee 3. 06-02-08 BY JGD
A .....
C
L
PR<>JEer
TOWN OF AGAWAM
CONSTRUC~ON STANDARDS
SHT. NMIIE
ROADWAY SECTION -TYPICAL
SECTION A-A .. "'c=----":!:;I.50~;,!."'a.O:'""~r-----
GUTTER LINE ---, sl",oF!:, 9 •
-_______ '<-.:.'"~U:_:~~~~·~··-?-"-?'-""'~~~~t. ________ ~!1'. ~ * MAXIMUM
SECTIO~ 8-8
SIDEWAlK
NOTES: SECTION C-C
1. CONCRETE SIDEWALK IS TO RUN CONllNUOUSLY THROUGH DRIVEWAYS
2. CONCRETE USED SHALL 8E 4000 PSI 'Mni A fodAX. AGGREGATE SIZE or 3/4~ .... ND SHALL CONTAIN 6-7~
ENTRAINED AIR.
3. CONCRETE DEPTH DEPTH SHALL BE A MINIMUM OF 4" WITH A MINIMUM DEPTH OF 6~ III DRIVEW .... YS
4. SIDEWALKS SHOULD BE IN5TAll.ED PRIOR TO THE APPLICATION fOR A BUiLDING PERMIT UNLESS THE BUILDER
REQUESTS IN \\RITING THAT THE SIDEWALKS BE DELAYED AND GUARANTEES THAT THE SIDEWALK YltLL CONFORM
TO THE STANDARD DRI¥£WAY DETAIL
5. ALL DRIVEWAYS REQUIRE A DPW DRIVEWAY PERMIT
6. AlL SLOPES ARE MAXIMUM, DRIVEWAYS ARE TO BE DESIG~ED SUCH THAT WATER WILL NOT fLOW INTO DRIVEWAY
fROM THE ROADWAY.
7. DRIVEWAY SHALL BE PLACED SO THAT STREET INFRASTRUCnJRE, SUCH AS: FIRE HYDRANTS, UTILITY POlES AND
CATCH BASINS, ARE lOCAl£D NO CLOSER THAN SF! TO THE POINT WHERE THE DRIVEWAY'S CURB RETURN
MEETS WlTl-I THE STREETs CURB UNE.
STANDARD RESIDENTIAL DRIVEWAY
N.T.s'
DRIIWN BY:DMD REV. BY: JTG, JGO PROJECT
DATE:12-:5-96 REV.: 10-1B-10
DWG. NO.: 1
TOWN OF AGAWAM
CONSTRUCTleJIJ STANDARDS
SHT. NAME
STANDARD RESIDENTIAL
DRIVEWAY
SHT. NO.
H-6
SHT. NO.
H-2
PERMITTING
3.1
RLEVESQUE
ASSOCIATeS~
Landscape Architects
Civil Engineers' land Surveyors
Environmental Consultants
ph: 413.568.0985 fax: 413.568.0986
40 School Street· P.O. Box 640
Westfield, MA 01 086
rlaland.com
.... w w c..
in -w
5 E "iii 111
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PREPARED FOR,
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111
3
111
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<C
Charles R. Calabrese
15 Woodside Drive
Agawam, MA 01001
ISSUANCE DA TEo May 1
REVISIONS,
UNAUTHORIZED ALTERATION Of
THIS DOCUMENT IS A VIOlATION
OF MASSACHUSETTS STATE lAW
SCALE, AS NOTED
RLAPROJ.NUMSER,141001
DRAW1NG#
" .,.
.. '.
,
./
• ;
PRECAST CONCRETE DRAIN MANHOLE
A1.UMINlJt,I ~ANHOl£ STt:P
DROP FRONT DESIGN
CAST IN WALL
N,T.S.
202,.01 .. 0
BRICKS NAY DE USED FOR GRADE ADJUSlt.IENTS
FRAME TO BE SET IN FI..ll BED OF WORTAR
" ,
'" SEAl PIPE
PROVIDE ~V-
1 -13 BAR AROUIII) OPENINGS FOR PIPES 18" DIAMETER AND O'YI::R. 1· CO~
BRJCI( Q1IPS AND !.AORTAR OR CEMENT
CONCRETE ClASS ~ A -(If HAND 1011)([0
SEE LAtEST SPtCiACATlONS)
'--"_~~~:~<r.~ARCH Willi PIPE OPENINGS TO BE -ON EDGE PRECAST IN RISER SECTION
HOlE: FOR DESCRIPTIONS, MAreRlALS. AND CONSTRUCTION MElHOOS; SEE LATEST SPEClRCATIONS
PRECAST UNIT
--II--II~ ,,,._
1 1« -'-it-i I--
! e • I
CAST IN pi ACE
JOINT DETAILS SASE DETAILS BASE
DRAWN BY: MCC PROJECT Sffl'. MANE SHT. NO.
DATE:12-30-98
DWG. NO.: 1
APPROVED BY: Jl1)
'S' "'IN.
1· CltAR
TOWN OF AGAWAM
CONSTRUCTION STANDARDS
0.80 OF PIPE .,
~' ,.." 1+ ..J. PYI_ ~ I 1 MIN r:::
PRECAST DRAIN MANHOLE
/
~
€. .1 ~13/16'IoIIN.
SECTION B B
MANHOlE SUP
SO IIIIIN.1 I" CLEAR: FlU IN VOID eETlItEN SEAl. AND BRlCt<S
(up TO SPRING UtiE) ~ 5FCJJON A_A
DROP FRONT DESfGN CAST IN WAI..l
.KlINT pW!! S
DRAWN BY: D~D REV. BY: JTG
DATE: 12-5-98 REV: 6-30-99
owe. NO.: 1
APPROIJEO 6'(: JTD
STANDARD SANITARY
SEWER MANHOLE
PROJECT
,u,s.
2OU.1
TOWN OF AGAWAM
CONSTRUCnON STANDARDS
CHAIIINf! pEPTH
SHT. WIllE
MANHOLE -SANITARY SEWER
0-'
SHT. NO.
s-,
RAISED DIAMOND
stJRfAC£ DESIGN
(2) PICK HOLES REQUIRED
IN :S" HIGH LETTERS
COVER 10 BE EQUAl TO "LEBARON L2tiC2" AS APPROlJ£D 8'1' lHE TOVIN ENGINEER
FRANE TO 8E EQUAl (AS APPROVED BY lHE
TO""" ENGlIEER) TO "LEBARON lK 110""
TOJ"Al WEJGHT Of FRAME 1/ COVER = 48S lBS
DRAWN BY:MCC/JTG PROJECT
I u::=::
,.'
101
24" MANHOLE COVER
N.TS ..... ,
I a
ZII 1/4" I I ~i1--1 -=-"" --=@~i~
I "'I? I SECllQN A A
24" MANHOLE FRAME .,.
-'7.1
SHT, NAME
DATE: 1-10-99/7-23-01
OWG. NO.: 1
TO~ OF AGAWAM
CONSTRUCnON STANDARDS
DRAIN MANHOLE
FRAME AND COVER
APPROVED BY; J1D
SHT. NO.
0-2
PIa< HOlES REQUIRED
I li
31 3/4"
101
WLc.
]3' r I~~ a.,
30" MANHOLE COVER
FR.I.ME TO BE EQUAl. (AS APPROVED 8'1' tHE
TOYIN ENGtlEER) TO LEBARON lC328"
TOTAL MlGHT or FRANE " CO~ .. 551 LaS
30· MANHOLE FRAME
DRAWN BY: Dt.lD/JTG
DATE:12-~-96/7-2.3-01
DWG. NO.; 1
APPROVED BY: Jm
TOWN OF AGAWAM
CONS]RUCnON STANDARDS
TYPE ·C·
SHT. NAU[
SANITARY SEWER
MANHOLE FRAME AND COVER
SHT. NO.
5-3
TOWN OF AGAWAM
PLANNING BOARD
APPROVAL UNDER HE SUBDIVISION
SURVEYOR CO Q..,.....,,1Y''' IS REQUIRED
/1IJ,{;/6
I, CLERK OF THE DATE
TOWN OF AGA i4 H£R Y CERTIFY THAT NOTICE OF
APPROVAL OF THIS P N BY THE AGAWAM PLANNING
BOARD HAS BEEN RECEIVED AND RECORDED AT THIS
OFFICE AND NO APPEAL WAS RECEIVED DURING
TWE:NJY DAYS AFTER SUCH RECEIPT AND RECORDED
OF SAID NOnCE:.
TYPE "c" CATCH BASIN mp SHOWN
5' -4"
. . ~ . ):> '0' .
' .. '
'. " .. '. ;. .. .,
Or' •.
CATCH BASIN
ALL CATCH BASIN TOPS ARE
TO BE LAID LEVEL
VANIZED FRAME AND GRATE
,
fJ
"
SWON A_A
PROJECT
'1' , ..•... ..
;. ..
1IAlI£'" • .~ " .. -
PRECAST CATCH BASIN
'TYPE C' ...
SHT. NAME
$' -4'
SECTlQN A A
DRAWN B'IlIrolD RE'J. BY: JTG./WCC
DATE: 12-5-96 REV.: 9/6/02
OWG. NO.: 1
TOWN OF AGAWAM
CONSTRUCTION STANDARDS CATCH BASIN
APPROVED BY: JTD
,"1FT UP TO
1rf FRO~
HOUSE. j"/FT
INSIDE 10 FT
PVC PLUG PVC ~A1N SEWER---i
PVC BUILDING SE'II£R
LONG Sv.uP -%' aEND
45' WYE
PROPERTY UNE
EXIST GRADE
LOCATlON STAKE 4' MIN. COVER
LESS mAN Io4IN. MUST BE
IlI'I'IlOW:O g(
~I
AlTERNA.TE
lEE W'<E
t
.;
1/4" PER FOOT
(MINIMUM
CITY ENGINEER LONG SWEEP 45' BEND
SHT. NO.
0-3
PVC MAIN 5E~
pvc PLUG
PVC BUILDING SEWER
DRAWN BY: OUD/MCC
DAlt: l:2-!5-iS REV.: 8/1/03
rNfG. NO.: 1
APPROVED BY: JID
SECTIQN
NOlES:
1. BUILDING SEWERS SHAll BE 4", EXCEPT AS
DIRECtED BY lHE ENGINEER
2. LOCAl1ON AND DEPlHS OF BUILDING SEWERS TO BE
DETERMINED IN THE FIELD BY THE ENGINEER
3. AlL PIPE TO BE -RING-mE-(RUBBER GASKET)
BUILDING SEWER CONNECTION
N.T.S.
PROJECT
TOWN OF AGAWAM
CONSTRUCTION STANDARDS
SHT. NAt.4E
BUILDING SEiIf£R CONNECTION
SHT. NO.
5-4
2"--eo r 2'-2 3/S" , I" 2'-2 3/S" C I fc>-2"
~'il.';;==';; ===y!.Ir~,!,~
'0" ~ 1-='-2"
10 3/18-10·
1'!....c.
U p···, "~' ~umllfrl~"1·'.:.:.;._'~.:,: I515/16" 11 1/2." !:'~r .,:;... U . or
. I····· I "-0" I ::J C::J 2'-S 3/4" I "-0" I C ' '::J c: .
SECTION A - A
j
7 '3/16"
-,,-0' I 2'-1 3/8" I a" I • _. C Q C
B SECTION B - 8
CATCH BASIN
ALL CATCH BA~N TOPS ARE
TO BE LAID LE'>EL
GALVANIZED FRAME!
AND GRATE
DRAWN BY: MCt:; + we
QWG NO_ ,
APPRO'vtD BY: JlD & CJG
/
J:l
TOP VIEW
."""'''''''
"NEENAH" R-7506 SERIES
FLOOR BOX FRAME AND UD,
OR EQUAL w/s.S. CAP SCREW
UD CLOSURE
A
PRO.I"'"
TOMI Of AGAWAM
CONSTRUCnON STANDARDS
24" S UARE
ClASS "A" CONCRETE
BIT, CONC. PAVEMENT
AS SPECIFIED
6
12" '6"
CLEAN OUT w'~/=;l~'~"jJt~~ I SCREW IN PL~G
GRASS
VARIES SWEEP
WYE
-f'-cc~-NOTE: 4~ (J PVC SEWER PIPE
AND FITTlNGS TO BE ASThi
0-3033 OF 0-3034 SDR-.35
SANITARY CLEANOUT
N.T.S.
CLEANOUT REQUIRED EVERY 100' OF LATERAL
DESIGN NOTES:
1. CONCRETE 4000 P.S.1. • 28 DAYS.
2.. REINFORCEMENT, #4 RR BAR
3. MADE TO STAlE AND TOWN SPECIFICATIONS .
+. WEIGHT. APPROX. 1700 LBS.
5. GALVANIZED FRAME ANO GRATE
SHT. NAME
CATCH BASIN TOP
AC -TYPE ·C·
USED WI BIT. CURB
I"Hr. NO.
ow.wN BY: DM[) PROJECT SHT. NAME SHT. NO.
DATE: 12-~96
OWO. NO.: 1
APPROVED BY; J1D
TOWN OF AGAWAM
CONSTRucnON STANDARDS SANITARY CLEAN OUT S-5
PERMITTING
RLEVeSQUe
ASSOCIATeS~
Landscape Architects
Civil Engineers' Land Surveyors
Environmental Consultants
ph: 413.568.0985 fox: 413.568.0986
40 School Street ' P, o. Box 640
Weslfield, MA 01 086
rlaland,com
1I1 ...J -~
W
C
PREPARED FOR,
+I o W ..J" ru "iii
"" W 0
U1 0 8.~ e .... o..~ -to.
W .c ~ o
Z
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III
3
III
CI
c(
Charles R. Calabrese
15 Woodside Drive
Agawam, MA 01001
May 18, 201
UNAUTHORIZED ALTERATION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSEm STATE LAW
SCALE, AS NOTED
RLA PROJ. NUMBER, 141001
DRAWING#
5
.'
TRENCH
EDGE
S· VAlVE
CONCRETE COLLAIl:
PLACE AROUND VAL\o£
BO)c PRIOR TO FINISH
PAIJIUG. SE£ ~~. COLlAR DETAILS \
I-VALVE BOX
MECHANICAL JOINT \
"-s'
HYDRANT DETAIL
N.T.S
PROJECT SHT. WiNE PRAWN BY: PIIID REV. BY: JGD
DATE:12-5-96 REV; 2-7-2007
owe. NO.: 1
TOWN OF AGAWAM
CONSTRUCTION STANDARDS HYDRANT DETAil
APPROVED ay,JlO. NCC
BEARING ---l-o-...,...~
SURFACE J
A
PLAN VIEW
PIPE BEND
AS SPECIFIED
TEE
NOTE:
NO COUPLING JOINT
SHALL BE COVERED
WITH CONCRETE
CONCRETE BACKING
AGAINST U-'v~DIS;rU,RBloD·.../
MATERIAL
CONCRETE BACKING '. ::'4'..:'~ ___ AGAINST UNDISTURBED
MATERIAL
SIiJ". NO.
W-1
PIPE
FINISHED GRADE
5'-0"
MINIMUM
COVER
SECTION A -A
DEAD END
CONCRETE BACKING
AGAINST UNDISTURBED
MATERIAL
PLAN VIEW PLAN VIEW
HORIZONTAL THRUST BLOCK DETAILS
NO SCALE
PQRl\..AND CEMENT ~'£, \iii''!: AIR ENTRAINID. ,~,"" -:;;:, CAST ~ PLACE IUT1.NID caIEHT CONcmt If ~BIoIIT1Ell TO All!) APPRQ1;ED BY DPW, SCoot
6. IWIDIlliE SIOEWAIJ( IS IHSTAUfD ON A CIJRIJE, 'THE 5'-0-SCOOE LIH£ IN1tftwt ts IilEASURE ~ M..ONC niE INSIDE iII£ CUR~ ro. TOOl. All ..aNTS AND ED<ES
11. '1110 tRANSmC»IING FROiII Io£R'1'ItAl GftANItE: ClJR8 TOIIIOOIFIED T'1PE 2 8f;RM ~ I(. FT GRoW"/[ lRAIfSIlION IS REQlIlRED. AnntPTt!G TO IlWIV
l)f[ MOOiAW T'tPE 2 BERM TO lItE GlWiITE CURBING. III F!El.D CUTllNG A ~TE TRNoISITION ARE: NOT AN ACCEPTASLE -'LTERNAlI'L
12. SlDEWMJ( IS TO 11£ POURED '" AlTDINA~G 2(f ID4GIllS TO ACCOJHT fOR PAIIfl CON1'RACtI0li DUllING DftYIjG.
1l. INSTAL!. 1/r ltilCK PfIff'ORNED [XPANSlOII JOOU" fIU.ER (U.l ... .tl) AT 20' INTEFlV,u
14. 8IIDDM FlMISH 9IlEWAI.K OPPOSITE TO TH£ DIRECTION Of 1RA1,£l t5. SIl)EW,6JJ( IS RE~RfD TO BE COVER£D 'fUJi ruSTIC AN!) KEPT MUST fOR WlHIllUM or 7'l HOORS N'lER IT HAS SET-UP.
ttl. D£T[CTAIIL£ WARNING PAHEL ARE TO COIiIPlY IIITH ADA 4.2&.2
17. DETECTAIIl£ WARNING PAHa TO BE CAST IN I'I.J.C[ DE1!CT},Blf ~G PAHn. 24"X61>", FEllERAI. 'lB.LOW. I'IEIIII: 246OIDPA02V. MFD. BY: loll ...
SOLUliONS INC .• I SURVEY ClRru. 2N[) Fl.R. N. iliLl.EltCA iliA 01662. WW.AIlAlIlLCai -OR-APPRO\{() EQI.ML
'Ill. SH>f':W.WCS AR£ TO BE INSTAU.£f) THROOCJ! DRl'o'EWA'rS. SIDEWAlK FlHISH IS TO BE: BRoa.I fiNiSHED, NO AllERNATE F1N1sti IS Al.lo.ED I.E. STAIiIPED.
EPOXY FlItSHEl), ETC •.•• Tl£ 1.50% (ZO.!iOX) IlIOSS SLOP[ !,jUST BE MAINTAINED 1IfIOUCH ORl\£wA't'S.
19. ANY CHANGES IN BOUNDS. PWS. EASElENlS. AND fORIiI-A'S SHrutD BE !fiOW !JrI AMDIOEl) DEFtIITM: Pi..-HS PRIOR TO THE SGroI <n OF TH£
PUNCH UST.
20. AU. NONI.fIIEf(f". IS TO OOIIPLY ¥IIlH AGAWAIiI TllfII CODE S[CTKJi 159-33
IIlUN
,------,;w.u-;_ tI. Sick
R ... dwil Pitch Tra ..... onlenpa
% • ~()TOD.fj 7·
"'1151O't:
>1 TO 1.5
"1.5lP2 ----;z"torr--
>afirO-3
>3 TO S.5
?-3.61tH:
>I
DRAWN SY;JGO
DATE:05/27 lOB
DWG. NO.: 1
APPROIJED BY: MCC
.. ,.
1 •
1\'. , .
13'·
15"·6"" , '.
,.-r-'I"C BEND
PLUG
SIDEWALK CURB CUT
N,T,S,
PROJECT SHT. NAME SHT. NO.
TOWN OF AGAWAM
CONSTRUCTION STANDARDS SIDEWALK CURB CUT wi H 7
DETECTABLE WARNING PANEL -
FINISH GRADE
5'-0"
MIN,
WATER MAIN
CONCRETE BLOCK
• '. ,.''-;==;,.1
CONCRETE COLLAR
IN NON-PAVED
AREAS ONLY
ADJUSTABLE
VALVE BOX
GATE VALVE
(MJ x MJ)
NOTES
1. ALL VALVE BOXES LOCATED IN
NON-PAVED AREAS SHALL BE
ENCASED IN MIN. 6" THICK
CONCRETE, 6" ALL AROUND
2. SET VALVE BOX FLUSH IN
PAVED AREAS
TYPICAL BURIED VALVE
NO SCALE
WATER MAIN
CORP. STOP
SERVICE LINE
TOWN OF AGAWAM
PLANNING BOARD
5'-0"
MIN,
I, CLERK OF THE
11 W 0 A A A H EBY CERTIFY THAT NOTICE OF
APPROVAL OF THIS LAN BY THE AGAWAM PLANNING
BOARD HAS BEEN RECEIVED AND RECORDED AT THIS
OFFICE AND NO APPEAL WAS RECEIVED DURING
TWENTY DAYS AFTER SUCH RECEIPT AND RECORDED
OF SAID NOTICE.
BITUMINOUS CONCRETE BERM (CAPE COD)
NO SCALE
ANCHOR BLANKET IN A TRENCH
ALONG THE TOP OF SLOPE
BACKFILL AND COMPACT
PREPARE SLOPE BEFORE APPLYING
SLOPE PROTECTION MATERIAL
4-" LOAM BORROW & HYDROSEED
STAPLE OR PIN BLANKET IN ACCORDANCE
WITH MANUFACTURERS SPECIFICATIONS
1
EROSION CONTROL PABRIC EQUAL TO
NORTH AMERICAN GREEN SC150
SLOPE PROTECTION MATERIAL INSTALLATION
NO SCALE
1:1 SLOPE
ADJUSTABLE
SERVICE BOX
CURB STOP
(MAX.)
HDPE FLARED END SECTION
COMPACTED GRAVEL
EXTENDS UNDER ---"''' __ -+-'
END SECTION
NON-WOVEN GEOTEXTILE FABRIC
(MIRAFI 780N OR APPROVED EQUAL)
INFLOW PIPE
18" RIP RAP STONE
(SEE NOTES)
I
HDPE FLARED END SECTION
24"
(MIN.) 2
MAIN
SIDE
HOUSE
SIDE
SLOPE
SUBDIVISION
J.MV'lS REQUIRED
Jo/J!;/$
DATE
PLANT AT THE SAME DEPTH
AS PREVIOUSLY GROWN
J" PINE BARK MULCH
UNTIE AND ROLL BACK BURLAP
FROM J(, OFF ROOT BALL (MIN.);
11-~'rN f Ht r IL' Wt<At-J IS u~l.u,
REMOVE COMPLETELY
SLOPE TO FORM SAUCER
==:::~~~~1Z2lL:w:.&~~~~~5-PLANT BACKFILL MIXTURE
SCARIFY EXISTING SOIL & BLEND
WITH PLANTING MIX 1: 1 AND
COMPACT
iC-__ EXISTING SUBGRADE
12" I---V,IRlt:S---I12"
SHRUB PLANTING DETAIL
NO SCALE
TRUNK CALIPER SHALL MEET
ANSI Z60 EDITION FOR ROOT
BALL SIZE
TREE SHALL BE SET AT OR
1" ABOVE THE ESTABLISHED
FINISHED GRAOE
J" PINE BARK MULCH
SLOPE TO FORM SAUCER
UNTIE ANO ROLL BACK BURLAP
FROM 1/J OF ROOT BALL (MIN);
IF SYNTHETIC WRAP IS USED, -L.~~2L213Z:ziU~~~:&~::::::,~ REMOVE COMPLETELY
~_-PLANT BACKFILL MIXTURE
~~---SCARIFY EXISTING SOIL & BLEND
WITH PLANTING I.IIX 1: 1 & COMPACT
EXISTING SUBGRADE
TREE PLANTING DETAIL
NO SCALE
1,0'
(MIN.) 1.0'
(MIN,)
NON-WOVEN GEOTEXTILE
FABRIC MlRAFI 180N OR
APPROVED EQUAL
~~~~~~~~~ ____ ---72" COMPACTED r GRAVEL BASE
J,O'
(MIN.)
18" RIP RAP STONE
(SEE NOTES)
mONT s[CTION
~
1. FLARED END SECTION PIPE JOINT SHALL BE
SIMILAR TO THE MAIN RUN OF PIPE JOINTS
2, STONE RIPRAP SHALL NOT BE LESS THAN 50
POUNDS NOR MORE THAN 125 POUNDS AND
AT LEAST 75% OF THE VOLUME SHALL BE AT
LEAST 75 POUNDS
CORPORATION STOP
CONNECT TO
EXISTING SERVICE
SUPPLY FITTINGS AS
REQUIRED
WATER MAIN 6.0' I J....---(MIN.)---..... ~~
SECTION
PLAN VIEW
TYPICAL WATER SERVICE CONNECTION STANDARD RIP RAP PIPE OUTLET
NO SCALE NO SCALE
PERMITTING
RLEVESQUE
ASSOCIATES~
Landscape Architads
Civil Engineers' Land Surveyors
Environmental-Consultants
ph: 413.568.0985 fax: 413.568,0986
40 School Street' P.O. Box 640
Westfield, 1M 01 086
Ul
..J -~
W
C
rlaland.com
-'-\II .c -r o z
Charles R, Calabrese
15 Woodside Drive
Agawam, MA 01 001
ISSUANCE DATE, May 18, 2015
REVISIONS, DATE,
UNAUTHORIZED AI. TERATION OF
THIS DOCUMENT IS A VIOLATION
OF MASSACHUSETTS STATE LAW
SCALE, J>S NOTED
RLAPROJ,NUMBER, 141001
DRAWINGff
, I
, I