HomeMy WebLinkAboutPlans - 500 BOXFORD STREET 9/14/2017 g erINu y-
St Y
NOTES
C ova s�
mvELLrAn SEPTIC IN TED FOR a srhBLE FuIILY RESIDENitu rTl �� q x
TRUCi A w
DWB.I WASHED As AECEs 1 AND fPFE OF ITON,f
DESIGN CALCULATIONS c oust iO°E av WvoRwxcE wtrH Dto,YR 15 zss re '�15
AND
E roeE
9 Txls srsreu rs trot oESICNLO fav DSE mrx a o.RD+sE DRmorR. W Fn
INEs ../
/' "-. J� "...-�' '• I DESSON FLOW 4 BEOSOONS x 110 GAL./DAY/aOSY 490 LP0 W �
Lot 1 - 2 EL AND F<f•L.Rr WITU—TF,FD ��/� `� a
/ PRONHE, \\ OE3[3N PESO HATE NIN/IN. FIµWITHIN 6 FEET OF THE Svsrz'Y `a Q 14 I w
2.1 Acs v GFSLBN ON
LeacHIHG TNENcxes
91,820± s.f.: \\ '�- EFEecnvE WIDTH za FFFwnvE GEPn11 za AZTE. T. xau A W
3 e
�'. , „. •''� ° '\ SOIL class.I tawExi OF THE PIPES IN THE OLSPOsu uEa sxul N0i
3D
TA-H UIEAGi -6 S.F.iFr.x 0,74 SAL./F.I.-'.I'SAI./FT.
_ Ws�O�INµN.sURF
SHENOT�_ z I \\ T L PBsoRPrrox sysreu y ,r
• / / IFWNDAµ%WR wITNINM FEET OF THE SJI
\• 1 1 i --- \ / 190 GAL./4 94 GAL/Fi 10 FT.OF TRENCH SF.OVIflED.111 SEPTIC i o
•\ \ — \\?ry x0 tl` ]3 f \340• USE 2 TRENCHES AT 50 FT.-100 R.OF TSENCH PROVIGEO a ul PIPIIp aNut BE a DTa sc'HEWLE bO PVC w
yY �i]D H' T111 ,� '•` s FaePERry LIHEs swmL NESE ia:Ex FROY Exlsitric PLAxs fx0 REcaRw.
\
c0NaPLANS.
\ 4
IN.
SOL L-ST HOWL UTILITIES SNOYM aR AVT sNgM'av SE
THE
O
L� \ R Tw
c 051
\ 1 l 1 ,3, 1 ) C,_ It M
16D I OF sysreu eaPxFfLL s0 rN4i Ax As eYrti suRvev cax W
,�� ���� 1 S ` eE PTmDHueD
I ` UIsI O urveYDr
(~_"'
1 i
B
I 12 ,� 128 THE RUEDN of FFWRuwNtMT IRE oEs aNATEO WATERSHED FF LN:E O
e x
1 fpi
•� J�SD ,, _- r _ 0 ___ CaNICI4nICN
4 SNO O s rb THE
sEPnD iANX svuL H4VF.pINis OR sEAYO D Level.
\ a TAIRI'eox ,,, ALL WxcPEre ST.WaeerI-BDxEs U.,Be x
D CK
q 2 re. INE EN—DNsriE ru..reruiER sysrru suu APPLexn.
30' f HE AETLAVDS
Ds EGIAS P D D ED sNBsuRFADE5F l aLB D N BeBTER
APPLICANT
' 130
'�z0 =oo = IDENTIFIED HJ NOTE 1
i a vRIE A E is RE
UO r" rA M ooh - ONSHEET 2
Lot 1 aZNf scuzo'.
0
91,820 s F
owneKs}
I _ DF42za.T S _ PERC TEST RESULTS
ED PRDP 0 zo ao AS NOTED
VV 0 ♦ • _ ON
,y, p / PTna PA SHEET 2 OF 2
9d\ WATERI 129 TN.aEciay. r..ac Rwe
SERVICE f`
� 124;
-+1z. --_ -- ____-___ __ _
x
"__-
BOXFORD STREET--------
PROP.
. � 'AUS1 ----------------------------------- %.
__. PROPERTY uvE
_--. - DEEP HOLE TEST RESULTS
------
"__ _ eE LOANED a SEEDED h
—__ TOP--- E V E g�
PLAN o___x mzJz D_AP mz/z e•aP
�IE'E5.t2 0.3'
SONE:i'_20' rag/4 raa/�
J �_ / A•�'Aas sols Msup&Lvw.
ARRRENARONS r'U"CR[au ,y ,
a1�9160] xq=20 -
TF TOP OF FOUNDATION ELEV DDNAIINI,ELEVATZONSADOrs 'r" EL a rte i
F .AGEMENT FLOOR ELEV. sari FNOY AN A,——.1 YADF ON THE BRWAV HARRIER EtEv.i2L0 TRII:6
OF
GARAGE FLOOR ELEV nat RE nuxwc Sheer TiNe:
WAa TN FNWA. II.-I— Subsurface Sewage
uavarDRE DF D6sfox6R Dare Disposal Plan for Lot I
SECTION A-A'
RETAINING WALL SECTION snMrrve.. ]
N.T.S.
mel No.xrshe,lr: 3
N/F N/F
MAE 104.8 BLOCK 0139 MAP 104.8 BLOCK 0189 'q0 w °4 � —FORDv
GEORGE B.&BARBARA J.ADAMS PAUL M.&JANE IA.BABBITT NOTES: M ° \ 'S L �1 E
1634 SALEM STREET ]5 OUCAN DRIVE p
NORTH ANDOVER,MA NORTH ANDOVER,MA 1. PROPERTY OWNERS: W . —'x _.x `I E g 5 p'
MICHAEL DONOVAN
0 12 JOHNSON STREET
NORTH ANDOVER,MA 0184550 B SITE m FM G E1 g�m
/tv sry THC4AAS DONOVAN
N/F $ NWAIYVARINA,ENCR2\]526
MAP 104.8 BLOCK 0019 o-^
JEONG,ST'N.TAE CORNEOUS J.DONOVAN
50 NONCAN DRIVE ? N/F 12 TROLLEY CAR LANE
NORTH ANDOVER,MA M LONDONDERRY,NH 03053 \ xf� ~ a faJ
lost FAMILY Doze
GORTON FAMILY TRUST 2. PROPERTY IS LOCATED WITHIN THE fl1 ZONING DISTRICT. V l I w4
JOYCE ANNE BRADSHAW,STREET
TRUSTEE
NO H FORD STREET 3. MINIMUM FRONT,REAR AND SIDES BUILDING SETBACKS (^1 W 3
q O
W A NORTH ANDOVER.MA ARE 30 RET. sEe>9 ^ I Q
4. MINIMUM BUILDING SETBACK FROM'M1£RANOS IS 50
5 Rg 5000 S FEET. 1IT� J, ri
5. WETLAND DELINEATION BY NORSE ENVIRONMENTAL �''ja II O Grgineer.
SERVICES.INC.
�\ 6. EXISTING CONO'TIONS PROVIDED BY ANDOVER H.0` hal
CONSULTANTS,INC. �4& d°
]. OVERALL BOUNDARY FROM E.NR.D.PLAN(/580. 1
o$ 9 O
LOCUS MAP
a. It O sNrcoro,:
� � S•)g..�d H Bpg330�E
-in-4. E
e )))/ 2053• 5 68'37aPPlimm:
20.19•
APPLICANT
IDENTIFIED IN NOTE I
A "g''~•.. ` ON SHEET 2
A
A s meNx>:
• RR NicMx9a aR TL.'DpT o.
-.-••� �g._..1:e••- 3RG AS NOTED
TD PasTs ON
s ni s
SHEET 2 OF 2
GLot 1
91,8203 of '
1( 11:1.
vS a b/°' W EnO NEw z
� r
IWQr • 41.c i �/ i
FABII. S�LTATlION FENCE
NCE
DE
TO sc
N/F
MAP 105.0 BLOCK 0040R,, s W
R.JOSEPH GARON REVOCABLE2
(j r sTRAw Y
TRUST Atss � pvaoue`sial[
C/O UNDA M.DEAN IRREVOCABLE TRUST s.`¢ Y° I N — W
]DUNCAN DRIVE
NORTH ANDOVER,MA ,� '.�.. c •
�� nrk of
a( , iRan•T YIW
my j NAY BALE 57L7A'I•ION BARRIER DETAIL
F PROPOSED
Alx os oW'c 53frr„a xxs tM P&ro
f A
1\1xE\\e180T ACI BOMigtP sT rl ANOOx2F\Jrm•\'•lao1 ssos xle o aar„MI
A t p b] 3
O OLIb
y I A 143.10• [Disposal
aSubs
-.•� W 536.01'
Subsurface n5ewa e
- Dye _ 0 30 90 PI for Lot 1
„�"�� BOXPORD ST&EET
PLAN l
_ To1o1 No.of 5neeta: 3
e.9maTT s�tterv.:
SCREW 7 P COVER TO
FlNISH GRADE WTBIN 3"OF FINISH GRADE 135 - 135
2 6 2 coxcx[rz as[aTIC
FE
00 cnc
ua+ cxcRExiE P .xp+A
'sA
A e sw.,o PVO s o.OR.I �
[~UNE,E R EER To U N 6 G<DINER 6NAOE :,z[m
CONFR x, A+
DI
END SECTIONS ry 4'0 PERF.PVC ACCESS PORT PROPOSED RI Wo
U\IELUNNu Ty
130 130 h
kLL
KEBOB a-a r1 '
i--I W�
e saNnPEN—A o Fw,a PI wow>5 s�cm uw. P42
,• e
W
BACKFILL MATERIAL(9-MINIMUM EXCLUDING TOPSOIL) O
--UNTREATED DUILDINO PAPER----- - Enginur.
ABSORPTION TRENCH SECTIONS 2"DF 1/e"TO 1/2"WASHED CRUSHED STONE' E%Is11NG SNA°F [j
SCALE:1/2°=1'-C" -
PERFORATED SON.40 PVC PIPE,5=0.005 I,EEt EN—
N BEE Ex MAPPED
NE IN tWmN[R�*0
26"OF 3/4"TD 1I/2"WASHED CRUSHED STONE CAP ENDS LOCATE cd CNINTS vnFN NIPoEO I
o xsF=,z6.Eo III'�"1111
4" SOLID SCH.40 PVC PIPE
\ O
SEALED JOINTS FlNISH GRADE f25 - �\ r t5;�3 - 125
SNwE
O Su
hT
r1• 50' 1 - 7 _. FILL GNE oit0 12D
LONGITUDINAL SECTION -ALL CRUSHED STONE MUST BE DOUBLE WASHED ` s
_ TO IAFET 310 CMR 15247 i; F i Appltcenl:
SECTION B-13 -0
-13
m0` 3. E.s.x.w...o nat vv.tou Ta-z APYLICANI'
IDENTIFIED IN NOTE I
�' ---�v to— -•-� o
--- ---------------------------------------------------- FT PROFILE - SCALE: HOR.:1"=20',VERT.:1"=2' ON SHEET 2
AS NOTED
ON
Q.-I—NCAST
� SHEET 2OF2
Al.C—EI To GNADI
1500 GALLON CONCRETE SEPTIC TANK(MONOLITHIC POURi-PLAN sOuu+E GPENINc
SCALE 1/2" t'O"
6'O.C. B B U
x'-o' (- ,e PFRFOHAROOaCx, e
ONBOX
cwlcxFre FEN w/CGVF„To -_� U'T°`°O%
NNp
R --- a
N,THIN 6"o<RNEN GRANSAP
MUFT FF EAW IE.,-z>
r ,G IxFFT M R TG «AG pP IEW In—SE-PI - LL
°Ux
,•.FEH.G Prc PIPE ,=x,p Prc F�aE �
R. IN
° [A
1. P E no,01
IN 1.lCE
1.E TEE cA, A", ° PLAN OF ABSORPTION TRENCHES
0
•"!•A ssot,Mopes&Loc
SIF s[cn°v wEw oO%E.11 0_C.A.—E, SCALE:1°=10' P ttt'xo sse
WATEENSHI TOTAL ABSORPTION AREA=600 S.F.
9160] Ine.l"=]0'
LJ CONCRETE DISTRIBUTION BOX =0516 x<."mmm.
SCALE:1'=2'-0" Shee Tme
Subsurface Sewage
Disposal Plan for Lot I
1500 GALLON CONCRETE SEPTIC TANK(MONOLITHIC POUR)-SECTION
SCALE:1/2"
i.sEPnc TALAR S.-81 P—HEN wAt[R T PROOUCTs. olol No.ofShttls: 3
3
Z 1013o3 uuld I..d. x3 s,xixaOxssaltsxvA313 3 SObO�OO1I3DVHV* AD
N3fflSV8 38
-12 NOUVaNnO3 401 A
--1�A-
siins3u 1s31 083d NVU
S17OS3bf IS31 370H d330
-----------------------------------------------------------------
------------1�---------------------
-----------------------------I-------
(I)IOJKoq
----------------------- ------------------- - --------- ------------ ----- -------------------—-------------------------------
------------
Oro
------------------
0L 0 ---
ZA0 Z: s 133183S P
No •0Z75 N31vM
(I'di'OK sv
J�
t�'
.A
lHaHS NO
NV(:lql-4uNqGT A
,LNVDI'Idjv
A I.—
Id
353x1 Na fag as xaNxx 53,rr,I,x°xrrsrx3„d NO N°r1Y°n,
cov oef
--- ----------
TF 4
'An—,D.—A,tl0d nmc
'111"1" 1—IDId
D -------
NO/— I N I=.,A IMI—
SIVOIIV717,77VO NOIS30 I
—1 A-
§9-1—oN
if
,
�w/� Hn, 90%FORD �( Ueyox.
MAP 105.0 BLOCK 0022
' GORTON FAMLV TRUST NOTES
JOYCEDOX
ANNE BRADSHAW,TRUSTEE y
I. PROPERTY OWNERS: yy
NORTH ANDOVER MAFORD T
W M2 I—SOORIC ML ROVAN STREET '/551` eFsw SITE '� i ��gm
IBp100 NORTH ANDOVER,MA 01845
h0
IN AS DONOVAN
5000 W IFAIRIDCE DRIVE
FOOUAY—VARWA,NC 27526 __ `'��•• E'°� '� 5 .�Fm-.
GORNELIUS J.DONOVAN
12 TROLLEY CAR LANE Mx Pi V1
LONDONDERRY,NH 03053
'00 2. PROPERTY 15 LOCATED AIIHIN THE RI ZONING DI5IRICT. 1�ys 1 1 ' LycT a
5. MMI ON FRONT.REAR AND SIDES BUILDING SETBACKS
- t ♦¢ ARE 30 FEET.MAN
Ji
d. MINIMUM BUILDING SETBACK FROM WETLANDS IS 50 0� O
♦ ♦ `` FEET. •? a ee
5. ETDELINEAl10N By NORSE ENVIRONMEN
SVICE TAL
Ox w
SERVICES,INC. g�
6. EXISTING CONDITIONS PROVIDED BY ANDOVER
mN N CONSULTANTS,INC. O
,n♦ ♦ t 11q _ T. OVERALL BOUNDARY FROM E.N.R.D.PIAN B7580.
LOCUS MAP
H eT153'SD' � w e. 5, r
` 10.53'-.. S 863T•20"E O urveyo.
♦ '...�.-.:.. ♦ sAO O. b .Tq.�. 539'3100 E
5
A,. - _����.:. ♦ s c ♦ SST\ 10.91 3230"E 69N3•
Op• 5 T9
`�� �:- �'\1 y ♦ 4>5g10'f 13.28• T 93p F' c on six u x.Is xio crtaxo Pelicenl:
�„.. ]6 xN WWD M s1EEl P09r A
FUERra6x6
♦ sTAPMD ro vows APPLICANT l
IDENTIFIED EY NOTE 1
♦ ` w'�. f♦ � Enos y � ON SHEET 2
r �♦/ O.mertx7:
]Lot 2 ' ` s set-
R FROR mUA—Exw �'IAL
AS NOTED
90,542 s.f. ♦ ♦ x6w ON
l ♦ ♦ ♦ ♦ 1 moo. FABRIC SILTATION FENCE DETAILxo SHEET 2 OF 2
Tr
xDr 6DNE
,8 0
�nwORRn.BA 6 R'wDB6x
�. ]PERBn1E)f,
o
qx, o��m.
p xyha `5 ♦ i .. ENDx
EF3
/ ERp 8� IAAP tOSC BLOCK DING
® `�♦ \\\� 5\v\2'^ HAY BALE SILTATION BARRIER DETAIL
o'W cHnre E 1 TRZT
Lon L
♦ 11\q• 562 TH AD.D ER, A B.T T6 scup
NORHI ANDOVER,MA �
is i_ ~
1:♦ w. 'n
. 1392.91' ♦..-. _
b. r
-.._.,A .._a. a _.
N]9'5]'10'W 536.01' .. .._..__.._..---------------
BOXFOIU3 mEBT oa s..aol .e:nn u
��n::wor:nlx
Shu�TNe:6
N Subsurface Sewage
MAP 105C BLOCK 0000 MAP 105.0 BLOCK OD25 D _30 60
HARRY K.THOMAS MICHELLE
STOPNLfRTCO LO�ftA55 LAUREN 68RAB0%ORDJAMES
STRE EAPHSIE `II� Disposal Plan for Lot 2
MAA
10•v.0 BLOCK 0009
501 BO FORD STREET 525 BO%FORD STREET NORTH ANDOVER•MA
PLAN NORTH nNDovER,Mn NORTH ANGOVER,MA
SHcct No.: "2,
SCREW TYPE COVER"0 v"^'
x FINISH GRAUE WITHIN 3"OF FINISH GRADE
2 6 2oxCRS PC so I2 ` E�.4� ;;
W( _'I£ em
�+CEISOD oxCtoA�ONCREIE sEPr<iRx Sx
135 CnAOE 135 (1� Gil M
+oucgsAe Rssquwvw rm wTxus wnu sN caws H Sb�, a2 �ep
END SECTIONS 4 1 PERF_PVC ACCESS PORT
' A
sECnON A-A ® '
+ PP MNTS S s
PROPOSEDS 05A'p[xFORAIFo SAN,+ov 11 s-oas°
BACKFILL MATERIAL(9"MINIM19M EXCLUDING TOPSOIL) DWELLING ° -' o
ABSORPTION TRENCH SECTIONS uN ntEATFO BU LUNG PAPER 130 wsx mwF 130 s r.
2"OF 1/B"TO 1/2"WASHED CRUSHED STONE' l�
SCALE:1/2"=1'-0 4 ¢PFRFORATFO sGH 4D PVC PPE =0.005 (dy
2B"OF 3/4"TO 7 t t/2'WASHED CRUSHED STONE's� CAP ENDS xv m OF-12aec
4°!<SOLID SCN.40 PVC PIPE O
SEALED JOINTS FINISH GRADE LUST.GRADE 15
... .... ._,: ..... ,.... s ° non Y
E
I ,'� y aEu!Int u
ry ;,i ,, cure(I) a ncA - O sunt m:
125
25
\ v
SU' Wa.M: T�TK)" ls(URa.VoxG
R E
LONGITJDINAL SECTION -AU CRUSHED STONE MUST BE DOUBLE WASHED oTH
OR ToA.COMPONnITs N16N BUq EO
TO MEET 310 CMR 15.247 1 AP,R,a^t-
SECTION U-S
G Es.N..i GD.a eorroN m-+ APPLICANT
120
IDENTIFIED INNOTE
I
PROFILE - SCALE: HOP,.:1"=20',VERT.:1"=2' ON SHEET
/c012R
O, AS NOTED
ON
SHEET20F2
Q...ETCIGI R11
oEq ANo rovEq To cgAOE
1500 GALLON CONCRETE SEPTIC TANK(MONOLITHIC POUR)-PLAN swAaF OPExINc
SCALE:1/2" 11-D.
A.
1 o r �o ° eE uo sE B -_- B z
nc.
Csm aonou eox +"e PEaFov cx 4o
cm1wE1E RSFq W/ E To 2 (I'ax 7T z'°uT aF eox Pvc PPF s° �_
sxTvx e'of Rx SH GRACE vn) •�- w
+'p sa+o P.wTE1 cnsT AGN NPARE allo �•-2'o"-� 3•� .....
caWa To cRALF __ '•' o
Ewsx A. TOP xcw glsw sccnox -- � y
n seuo srx.+e Pvc P PE.sE � Exos '
rilnsncer +°sw.aO Pvc wPE
•.'• Sorz I1- ' Q�® vousnc vPOLZT
LRDIP
10 M TIE If
SCI tao wC Sro LAS R 11 °
s a PLAN OF ABSORPTION TRENCHES
.1 1.1A DGNIP-
vGwlcLLgEEAc .>
5oF SEcia1 vEw wA1ERnGHT A. cwsmuclFo TOTAL ABSORPTION AREA=600 S.F.
CONCRETE DISTRIBUTION BOX PI�WiG5115 Qe om we
iNOgOsx[ s SCALE:1" 2'-0 Rw1 rn1^.
Subsurface Sewage
Disposal Plan for Lot 2
1500 GALLON CONCRETE SEPTIC TANK(MONOLITHIC POUR)-SECTION
- .....SCALE:1/2'=V-0"
S11_N^.: 3
1.RP.,III AS 1AA1HJRUD 81 ARIACIUL
2."PTRTAxR 1.1U.RE CGa 1-1 wATFencal 3