HomeMy WebLinkAboutPlans - 15 TIMBER LANE 7/27/2007 NOTES 4 ROUPF 7,1} NIF
Great Pfd ' 1.)ANY FDRI]LIZERS USED ON THE PROPERTY SHALL BE LOW NITROGEN/ Z, CONN E SEE
SLOW RELEASE FERTILIZERS. NO PES77CIDES USE SHALL BE PERMITTED. MAP 164 PARCEL 2 APPROX LOCA77ON OF IIERAND EDGE•2.)PROPOSED DWELLING TO BE SERVICED VATH MUNICIPAL WATER 137 BRENMU CIRCLE AS LOCATED RY SURVEY FROM• ASSESSORS MAP 64,PARCEL 38.
AND SEWER. APPROX LOCATION
OF EXISTING
J)WETLAND BOUNDARY APPROVED BY N.A.CONSERVATION COMMISSION. �A
DUSTING
SEE DEP FILE NO.242-1379. SEWER SERVICE LAM
"A FENCE,T BE
189 REMOVE \341.54' WOODED W4
1z
is-CAX
+o
14 1M 031
190
01� PLAN REFERENCE: HE COMPLETEL
1��\ DEMOLISHED INCLUDING
61, OCUS DEFINITIVE PLAN IN NORTH ANDOVER,MASSACHUSETTS k,A_,T 09 WALKS AND DECKS EXI�N 3
T(mber Lane SCALE. I-=60' DATED. AUG.19,1963 )�'M PLE It PA 110 TO 0,
A,\ IMPLe�k\ Obq IRAN FU BE
16"�� t,
BY ENGINEER GEORGE E.HAYES MELROSE,MA. 25 NO DISTURB ZGqE 3 SLOPE TOWARDS FENCE REMOVED
P IT 1z ICE FOR REGISTRY USE ONLY
AS SURVEYED FOR WOOORJDGE TRUST _K'
LOCUS ------ !()Paqm P -0A
ASH C� M� S \k �r I
0 , f) - ---
W 7
S
DEED REFERENCE: 3PR ZILDMIG PROPOSED- HOUSE D
M NAIL I N11 I its'",PLF,
WALL pIP,)- ♦ S SETBACK SEWER X E
I MAPLE LIMIT OF 50'NO BUILDZbNE PROPOSED
1)FOURNIER SERVICE AR� (;AIt0 I N�
1. M. H.DAVI
FROM: VALU US,
AM&JEAN L.MacCARNEU. DO HC
AK I Ko"
DEED BOOK 2990 PA 341 7�, r) ELOCATED
GE •1989 DUSTING 00 0 0 00 L; <
DATEU*SEPTEMBER 1 ) "I , 297 ELM STREET,AMESBURY,MA,
MAP 64 LOT 38 WN TO BE PROW u)
I REMOVED Y1 -7 FENCE\70
EA REMOWD\ -(978)388
% !A LAND SURVEYORS SINCE 1975
C47.
FROM:TOM OF NORTH ANDOVER MAP 64- cl u/ CONSOL77NG ENGINEERS A
PARCPL 36 019
\ 114
2. TO: H.DAVID FOURUI I OAK q 0, P 5 Phone:(978)386-2157 Fax. -0428
9",
boo
BOOK 10241 PAGE 132 �K
DEER 8 LOAM& 00
10 SEED
Visit Uson"WEB atwwwcammeftcom
NAIN
V NON-DiSft8ANCE 24,1 nAw
SCALE: 1`_-20' BUFFER ZONE'I --_7:PR-0 DECK _\�IP) f,4'OAK &,em Tft;
20 10 0 20 40 FEET CQO�?�'VC
Z
EMSTING EDGE FlIOA71P Watershed District
5 3 1 0 6 10 15 METERS OF DRIVEWAY 4,0, ��!-- I
4(84� 6*x4' I Special Permit Plan
30"OAT(
IrK
PROPOSED LEGEND TOTAL DISTURBANCE
V
7
013601 SPOT GRADE EXISTING 7180,70/
-196 CONTOURS
WITHIN 100'NON-DISTURBANCE BUFFER ZONE. IMPERVIOUS: 4,5771-SF ","DOWNSPOUT
PAVEMENT
SINGLE FAMILY WELLING
PAVER WALK PROPOSED D
N_
15 Timber Lane
-FD- FOUNDATION BRAIN WITHIN 100'NON-DISTURBANCE BUFFER ZONE: IMPERVIOUS: 4,3001 SF 12-
OD 4 North Andover
D'- BRAIN LINE PROP
12'P TP 03-2
DRAINAGE FLOW LSA;og SCH n ASH % Essex County
16 65 4
0% *3-3
ROOF pi
SOIL TESTS mero 6 sl 30 OAK',q \, 1 183
MAC.NAIL-SE
A A 12-ASq INV=179.7 ApprWb
SOILS ON THE PROPERTY ARE MAPPED AS SUTTON(Sv6),A 'DED I \\ -- I-
184
MODERATELY WELL DRAINED,VERY STONY,FINE SANDY LOAM, H. David &Allyson
HYDROLOGIC GROUP B. VC
S 40 S I"OODED
S--z6%\
TP 03-1 EL 181.0
0'-9' A FSL IOYR 4/4 FRIABLE le Fournier
18-AAVLM I y 15-
24"-60' C
9 12VA� 1
•-24, 13 M IOYR 516 FRIABLE,15%GRAVEL _-j 164 15 Timber Lane
SL 2.5Y 514 FIRM in PLACE,VARIABLE,20%GRAV.
ES1H.WT.0 22'
PERC.RATE: 28 MINIM 0 41' 60 ML E 18,T North Andover 11 MEMBRANE 2
V-121 FILL OFF E.
TP 03 2 EL 180A 16?
10
FWW
FILL WAVY BOUNDARY
M", '91 H. David Fournier
36"-5B` C FSI. 2,5Y 414 FIRM IN PLACE,159 GRAV.
E.S.H.W.T.0 16* 15 Timber Lane
PERa RATE., >30 MINIM 0 46• "^4. North Andover
IT,03-3 EL. 181,6
0Y-91 A SL IOYR 414 FRIABLE
9 SL IOYR 516 FRIABLE,MANY ROOM 109 GRAV. Nth /;p 9i 1 Nly
4 OUTLET TREATMENT KATHLEEN E.ERCOUNI REVISION s. MAP 104C PARCEL 85 NO. DATE
34' /4 OUTLET SCOU 195 BRIDLE PATH
30"-60' C SL MY 516 FRIARE.15%CRAY T AT 12'PVC CULVERT
E.SITWT.0 1 DESCRIPTION By
PERO.RATE., 6 MINIIN 042- IBM HYD.
1 71271071 Per consult-t review MET
A BONNET BOLT
M CRANK IL I W1 PUNCH MARK
ELEV=181.32
178
W4 FILL(VAWS)
4"PVC 6
INSPECTION vuxiz; THE INFILTRATOR HEADER TV a U.&W_ 2'-J14-WIW '117
WILL FEED ALL 5 ROVIS OF a 1827 Kip Q.64V SW BAI ES OF hfA Y 2 2k* TS
CHAMBERS IXOIDW IL 19253 W BUTF TOGETHER
STORMTECH ' m M Flo? M)
hi. 16' rAaqC
SC-310 CHAMBERS VARIES
Nil,
TE
SIA1.1.11p:
--EL 140.7 17
J14*-1 1/2' 6 6-BACKTItt
STORIVITECH H \I I
SC-310 END CAP SUPPa?T&7
6W" 4'PW SCH 40 ....•.. ZONING REQUIRE W. SEC770N STARES BUM FX 70?awn.ro/'babwe.lseaf -7-
PROJ,MGR,: F.FoPT)
6" AVON LOT FRONTAGE 175 FT. FIELD: R.BROWN LAC RDA
INSTAUA 77CN FROUDiREr MIN YARDS
I DESIGN: L.TH150DEAU.M.TE551EP
6'PVC 7FE (TYP) Date;
SCH 40 11 epw DISTRICT RES I
U--U 6'bVD CAP 81.41 PIC siramirai so-ito aaWER 72)�Iv.18to PLAN ELEVA 77ON MIN LOT AREA 87,120 SF.
FROM ROOF 1,UCA VA NF APPRO)WAInY$'PUP)RENCH FIN EN7ff LOA77H OF IM)DAILE FRONT 30 FT DESIGN:
DRAINS NOS. NSTAUAnOW LOC47M SIDE 30 FT. DRAWN4. LA THMODEAU,5.ROY
416*7EE L, 9 V_, REAR 30 FT.
XTAP/1 1. ALL TOPSOIL AND SUBSOIL SHALL BE MAX BLDG ITT. 35 FT DATE 3120107
THE PROPOSED INFILTRATION 6'PVC (TYP)(5 rOquked) REMOVED 2 INSTALL HAMALES R 7REVCH AM STAKE EACH HAMALE JIM 2 STARES EACH CHECKED: F.FORD
BELOW&2'AROUND INFILTRA770M LIMITS J.INSTALL%T MIX ACAWST FACE OF HA)VAL&AS NOW WIN BOTTOM OF
SYSTEM CONSISTS OF 5 INFILTRATOR SYSTEM 4OIM RSL1d710f189 INAM AffiRMAZY90-laffl� WHERE FILL IS REQUIRED,CLEAN,COARSE SAND SETFRCERAMILLED WIN APPROMAIELY6'OFFAU AMIDWAI. *ALSO IN THE WATERSHED DISTRICT--*- FILE: kA...W06106 100
ROWS OF 4 STORMTECH INFILTRATOR SHALL BE PROVIDED TO BRING INFILTRATION NOTE- PLOT. OW&106IO65P,DWG
SC-310 CHAMBERS AS INLET HEADER TRATOR SYSTEM CHAMBERS TO GRADE. TEMPORARY EROSION CONTROL THE SURECT LOT IS A LOT OF RECORD PRIOR TO THE JOB#: 06106
SHOWN ON THE SITE PLAN. NOT TO SCALE NOT TO SW (D NOT TO SCALE CREATION OF THE CURRENT RES.I ZONING, 5HEET I of