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al Puia aaae,rr-• Sown of IfoxthAndover,l7A, hereby ' a-'�+1r+; at.d.rt.daL uofrr;. 3i I
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rta y4 Locus Plan I certify this plan Is prepared In accordance
°air. �•�a' ? vdih the rules and
�- •' SOtem Street a .� Is�F,vep� 3'f�e J" i P� regulafion5 of the E'Ssax
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4O a- d -TO' of JJorth-Andover,114, hereby
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ty� HaQ O F1 val of this plan by the Planning
ac°fro ,�ssoc" 1�Y (�k Board has been received&record-
ad at this o£fica &no IJotice of
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"'t ck ✓Q y� Appeal was received during tbn
twenty days next after such
receipt&recording of said
cJsGoKs ti..pa 3 I'6-z
L-
Ls Tin Geri{ Dale
Vicinity and Lot.Layout Plan _ ,00l
Toem of North Andover
Planning Board Approval
-• C �d- _ .'- - !' ?t' PC41wtl GR-I p_a4, L.,I Ud,-r"1 PJ-L T'dPowa..Prfy "� �'f
,� .. � } _ _ •� �' � l � :�-•� I.} n�=.. Q.a.t.r-�jjj
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F-"a"T IeF"`-+Z- / a : L T Issa
y Vim " p.' �.l r�rJ. t'T' 4_EA 0V n,T-S.,- O.SO?i rc n64C5 2)15,My 1998 Application Date:. Y -o- r 4-.J, L--r' i zPul-d.r.s., au-s�-E ro aj ZALgLmnl=5989
� Ffearing Data: i S
A.ppravar Date:
", , Ys7" � '' 4 _~•' c � �,= e)T.rry,Gs9
9)It se? Neil
A Definitive Subdivision Plan of Land-PQa
Woodchuck Grove
< _ in
4 J' North Andover-, Massachusetts
General Notes
1) ibis is a suhd{vision of,:orth Andover Assessor'a Rapsi: MA, Date n�L I gPj Scale n qS 9�o,..r4
a ':'3 f s-• R - ��, - - - 2) The total parcel area is z I.99 1,.r for
3) The exiaete actual field ;
sutvey r :dhcted byt Hr.15cattVGilea,tAeglstsred Land nSurveyor, and IV Lam+-.°R r-s.oL- .j rtyd ��
canpletcd°n 4 FnbruarY 1967. FLe. -.; .!y T #- IsnR�11.F..G-�ev�
�- 7 g+I S.aLr__nt -
- 6' ndQotshy vaa escaOilshed partially from an actual
4) Ield sucve conducted b_ - Y y Smtt Giles, s,L,g, and partially taken
irm¢a plan by Yleczinack Eextneering Services, Inc., b5 Park Street, prepared by
a s - Andover,MA and dated Aprd{ 1985 (es applirabie to this site). Design-� s) yhrr,nal Datan:V's'O.s. Engineering Associates
_ 6)- Dvaer ore Rernrd aad Appl_cant:ia: P.Q. Box 516 a North Andover, Mass.
U Locus Pian �„o' The PJ1l-Han Realty?eat —Ate Q Engineers•Land Planners
U S,G.S. Plan.
23 savndets street 1�� '�r i=n ineE .General Contractors
Andov , M.1 r�1.. �.i anvEfl,nv•
Current Zoning:R-2 Sheet?of to
Z'� Maps and General (totes
6. All vtili Lic.will be eadergrovad aad v111 be Installed by the developer,
Construction Sequence. 7. The developer TjIt install street lighting within the development roadvay 6 �•' ILO.f � ,
tuj-de-.ac prior to base course paving of the roadway in accordance with THE sit
ar ♦ �CKR /�''�'.'^•'��. ',.
1, THE SITE SHALL BE.GLEAREO HyrUEEN EARTNWORK LXM€TS. Sewer Note9 standds of the Hasa. gleetric Coapa.y 6 the Taw¢of North Andover electrical ` v
2. PRIOR TO GRUBBIHO THE SATE, SILTATION FENCES AND STAKED HAY BALES lvepeetor. 1
SHALL BE PROVIDED ALONG TOES OF SLOPES, DRAINAGE SWALES, AND BROOKS, 1" PIPE AND PIPE FITTINGS SHALL BE 8" rvc. 8. Stone hawed,wLLI be placed at all street intersections, at aLL point.of
AS DETAILED. SEDIMENTATION BASINS St1ALL BTi MAINTAINE❑ TEROUGIIOUT THE STRAIGHT PIPE SHALL HE FURNISHED IN change iv the direction or cw L-Ic of righl,oE-vay lines.
CONSTRUCTION PERIOD SO THAT WHENEVER 507 OF AVAILABLE STORAGE 75 LENGTHS 140T MORE THAN 13 FEET. g. �l^4..v"6creet will 5e provided ui[h a„a.,io<,�of one lveh averts
FILLED, TH6 SC➢IHENT SHALL BE REMOVED. - 2. PRECAST MANHOLES SHALL CONFORM TO ASTH DESIGNATION C478 AND SHALL project site border,te street. Y whez,the 1y 193'Q f'�
s J
3- EXCAVATION A71D EMBANKMENT OPERATIONS S{LAi.I, BE WITHIN T{IE LINETS OF :LEFT THE FOLLOWING ADpITIOf{AL REQUIREHEWT5: THE NAIL iHICK21ES5 '•+w - a
CI, ARE GRUBBED, AND PROTECTED AREAS WITH EROSION CONTROL DEVICES. Sk1ALL NOT BE LESS THAN 5 INCITES, SECTIONS 51{ALL IIAVE TONGUE AND 10. All la r affected by a leenagc easements are required to have tacit iadseldual .2 r
deeds u itten with the r quirerlent[hat pro petty Donets shall wn and,esintnin •'
ONCE ROUGH GRADE'S D F ESTABLISHED, TRACK EQUIPMENT SHALLGROOVES
OVERUN UP AND GROOVE JOINTS WITH AN T WITH
DITUMAST•ST EL HAND
PIPE ROVED EQUAL.
said easements and that no conatructiav will b,permirted within said easements" �,r� +ci�
OWN EhU3ANKIEHT AND FILL SLOPES TO PRppUGRki0RI201iTAL CAOOVES IN SHALL BE OF RUBBER HOOT F{ITkI STAXHLE55 STEEL BAUD tlA APPROVED EQUAL. \
THE SIDE SLOPES To REDUCE RU14OFF AND TO INCREASE 114FILTRATI0H. THE MAAHOLE FRAHSS AND COVERS SHALL BE CAST IRON LETTERED "$EWEP." AND 11. ALI utilities to he extended and connected at the developers"arparea.
EARTHWORK.OPERATIONS SHALIL, BE COORDINATED WITH THE INSTALLATION of SHALL BE EIGHT INCHES HIGH. e....,a
k2. Lot nunbera arm to be coated daring co¢aLructi¢n. f(.fLVYr-'�
CROSS-CULVERTS BD THAT WATER WILL NOT BF,ALLOWED TO POND BEHIND - 4 .
7. ALL SEVERS MUST PASS LOW PRESSURE AIA TESTS WITH A 1fAXTIRRd ALLOWABLE
IJE41LY CONSTRUCTED EL4BANIUENTS, lT. Perma.ent bees,numbexa are 10 be posted on dwellings prior to occupancy.
LEAKAGE RATE OF 0.0015 CUBIC FEET PER SQUARE FOOT OF INTERNAL PXPE .pTUP 5lcN _•
4. DRAINAGE DETENTION BASINS SHALL BE CONSTRUCTED A5 DELINEATED ON SURFACE, 14. A street s4gn approved by the Highway Surveyor is to be posted at the intersection t�
THE PLANS. (BASINS ARE TO BE TEMPORARILY OVEREXCAVATED TO 2' k TO of the new err ,er, �
FUNCTION AS SEDIMENTATION TRAPS UNTIL FINAL GRADING RAS BEEN ESTAB- 71' €LANIIOLE RUNGS SUALL BE ALUMINUtf ALLDY'606L-T6, ,
LISHED.) ,,,,o Tt,vtws.e ail 5, ALL WORK SHALL BE III ACCORDANCE WITH THE TOWN OF NORTH ANDOVER SEWER 15. ALL builder,are to conp_y Pith the Fire Dept.'a u.devgrouad fuel storage
'�' 'LT"" regulation,. Lochs Plan I certify this plan Is prepared In accordance
DGPARTMEh{T STANDARDS.
WITH
5. WATER NEOf W
CATCH BAS AND CLOSED DRAINAGE SYSTEMS IONSHA T BE CONSTRUCTED 16. No open berniog 10 to be permitted except during open burning season under the pith the rules and regulations of the Essex
GRAY NEW CATCH BASINS PULAID.N111G AS SEDIMENTATION TRAPS UNTIL 5. OUX'ER) COATS OF PRECAST SANDW CARPROOFPLACE 31THERAT SHALL B6 GIVEN Fire Dept,Is regulations"
CRAVE(,BASE COURSES ARE 1.ALD, � TWO (2) COATS OF BITUMINOUS WATERPROOFING AT THE RATE OF 30-b0 S.F.
North 171strlct Registry of Deeds
PER GALLON AS DIRECTED 8Y Tl1E TOWN OF NORTH ANDOVER, 17. Prfnr to taking occupancy, the subdivision street shall provide adequate access _G- TIE SUSCRAf1E SHALL BE FIVE GRADED AND BASE COURSES LAID INCLUDING --
31",INOUR BASE AND SLOPED As-l-11,4VICURB. to each residence ly having had the binder coal applied.
1. EMBANKMENT AND FILL SLOPES SHALL BE FINE, GRADED,AND BACK FILLED r'"1 e•;,�
WITH LOAM FROM OFFSI'TE STOCKPILED SOURCES.
B, PERMANENT SEEDING AND MULCHING SHALL BE ESTABLISHED FRTOR TO'$LNAL
PAVING.
9 'a qe rya do 4s A� ;g0
Storm brain Notes
I, UNLESS OTHERWISE NOTED, REINFORCED C01{CRrvi FITS TO BE CLASS III GrWi5c Scale
REINFORCED CONCRETE DRAINS,
'Zoning Criteria 2. ALL CATCH BASIN LEADERS TO BE 12" CLASS III REINFORCED CONCRETE
DRAIN UNLESS OTHERWISE NOTED.
Z014ING DISTRICT: RESIDENTIAL R-2 3. ALL BACKFILL TO BE COMPACTED TO 957.HA l"tj PRY DENSITY, DETERI4I"72D
BY AASH70 T-I801).
DIMENSIONAL&DENSITY REQUXRP.tEtiTS 4. SHEETING, IF USED, SIM-1, BE CUT OFF NO MORE TRAM 12" ABOVE TOP OF THE PIPE. I, 0-'Clerk of the
.. ..uw.-WT'FvJoL cW+TuG
CATEGORY RE._ tfiFtEp 2>E.y,sY�r1J 5. UNSUITABLE SOIL.MATERIAL RELOW INVERT TO BE REMOVED ANp REPLACED .Trim of (forth Andover,MA, hereby
{IITH APPROVED HATP,RIAL•AL{➢ SHALL NOT BE USED FOR TRENCH BACKFILL.
certify that the Llo Licn of Appro-
1) HIN, LOT AREA 43,560, S.F'% zf,'{eP<F. vai of this plan by the Planning
2) HIM. LOT FRONTAGE 150 Fr. T ' Board has been Xeaeived& record--3) MIN. YARD (FRONT) 30 FT. 3i'
a no Notice f o
A) MIN, YARD (SEAR) 30 FT- �1 ad t this Office &
5) X YARD (REAR) 30 FT, 5;
TIA
6} I{AK_11ETGIIT 35 FT. Appeal Was r¢cnived during the
7) MAX. BUILDING COVERAGE N/A - - twenty days next after such
8) MAX. FLOOR AREA RATIO N/A General Notes receipt recording of& said 9) M1N. OPEN SPACE N/A -
notice
SANITARY SEWR FACILITIES
I. Service connections for sanitary e-To free the..in vt-ct.rc 1.the street y��77/7j r/• �a4'(j��7
to the,stellar lines thereof,hall be In 11ed for each Tot shown on the Data
plan whether o not there he a baildjng thercoo. Location,f such,,vice 000"clerk
nnection shall be recorded accurately, to facilitate Future monacCiona.
WaNdr Requests Sauer service location,.frail be Ell"With the office of the Hoard of
� Public Rorke.
RE U1RE0 PROPOSED
Town of Noifh Andover
I)GIo�E .� 1�,a TGb ¢�. cp% S�"� s1gsF;r TREES � Planning BoardAppravaL
F' F F�FR LSTowI
2-)
1. Street trees, of a girl.and species d b the"tree Warden, alwll be Lf.1Gnl op po.rp E,1t?!Jy 600' 1t00� planted on each aide of every the aubdivlsion wherever, 1,the
,j 4JL.-aL-SOS P ry street
opinion of the Tree Warden, eaie[ing voadLvnds or sui[able indlvfdual trees
are not retaiaed,
2. New trees shall be at least two and ane-haLf (2lI) inches cal{per and shall
he planted oppr-irately six (6) feet outside the eaterfor street lives, at
intervals of ePF-i-tely ..0 ± feet, sob}ctt to the location of -
drivevay,, street Intersections or other aubdivisiav feature., REVLSJM BLOCK
WaterNotes 3. Tresex tins of relating trees end planting of n v trees shall be such that 1)15 J.-19Aa
i they Trill not interfere with utility services, 2)1$,ety ly$a
31 2 Alga:(1988
i. IF SHEETING IS USED, IT SI{ALL BE CUT DPP NO ROM T{L 12 d{ "ABOVE 4• Preservation of exi,Ciug trees and planting of new trees shall be in conform- 4y 12 AVIpaa Appliwtlon 13aSek e7. 2,� VD
TOE Y1PF TOP icy with the specifications .M
of the Tree warden, C�
51 31 Auyrs11988 r btl
2. ALL PIPES SHALL BE TESTED TO A PRESSURE 1.5 TIMES VORXIUG PRESSURE 99
- - -- 61 27 W-h 19 Hearing We:FOR A ONE HOUR DURATION M1NIMAM, WATER rACILL'fIES - 7) 1 JJ,rw 1999 """
3. I{ATER SYSTEM TO BE DISINFECTED TO 50 PPH AVAILABLE CIIIARIHE AND gj 7 kiy 1$gq hpprordf Dale. `f�"/�p
AFTER 24 NOLES TO 25 PPH 09 AS REQU1REO BY THE TOWN OF N Ef•NORTH ANDOVER. L. Cannectlans with the exisCi.ag water spates shall le read,by ti�'Q q s 1,1&q
WATER SUPERINTENDENT. WATER WILL BE TESTED FOR BACTERIA BEFORE BmUa at the expense of the developer. Ph-property adjacent to the �
TURNED 0.1. subdivision 1.net subdivided, provision shall be made for Draper pratcetian
of the syateu to the exterior boundaries of the,aubdlyision, at-ch,iea
4. WATER iIAINS TO BE EIGHT INCHES CEMENT LINED DUCTILE IRO1f"TYTOI{" and gcadcs.s will allow for the prof ectioo.
OR EQUAL TYPE JOINT, CONFORMING TO A.N.S.I./A.W.W,A. C150/A21, 50, A Definitive Subdivision Plan of Land-Qa;p
CLASS 52, AS APPROVED BY THE TOWN OF NORTH ANDOVER WATER SUPERINTEND- 2. Service connections for ware,from the main at...ture in the "net to the
ENT. exterior Linen thereof shall be installed-for each lot shown onrthe Plan, Woodchuck Grove
5. ALL PIPIT{G SHALL BE IIISTALS,I;p Al{p TESTED ACCORDT[EC TO A.W.1{,A ,vhech,r ar.nee there be a building therm.. I.ocatian of
such service concert-
STAtFDARDS PRIOR TO PAVING. ton,shall 5e ra.arded accurately, to facilitate future c rCeLfoas, Water in
service locations shall be tiled with the office of th-Roard of public Works. North Andover, Massachusetts6. BACKF1Li.TO BE CCI{PACTED TO 90%NAX. DRY DENSITY BY AASHTO T-180D. sF71egA 4l'ESL
7. ALL[DATER PIPES SHALL BE LAID WITH A MIki114UM OF 5 FEET OF COVER.
8. HYDRANT LOCATION-.TO BE APPROVED BY FIRE DEPARTMENT, 1, The Plan, road-7 and utility impravemerrte ore,object to the Defivltive Date Scale
9. l-RESULTS FROM PRESSURE TESTING AND DISILIFECT1011 SHALL BE FURNISHED TO Plan and Perforacnce Cuaxancee,Rega1yemenza of the Horth-Aadaver subdivision for
THE DIRECTION OP YUDLTC WORKS FOR APPROVAL PRIOR TO WATER BEING Regolationo, _
TURNED ON. PLANS SHOWING TlIr AS-BUILT LOCATION OF THD SYSTEM AS 2. The proposed roadway jna .ding utilities aad utility essamene are to be \viLN-.o�� Ip�¢,vL.r.-�v_v.,T \Vi a i-fY A.r� I9.gg�LLF G.aryer�•�WELL AS WATER SHUT OFFS SHALL BE SUPPLIED TO TIE wn
TOWN OF NORTH AI=V8R privately awned ad eaintafned by the developer until such tine, and If, 14D I.�CnFo.u77Tf'Li
WATER DEPT. ILY DEVELOPER, nccePted by the Town,as a Pobllc Way, the raven not being required to accept ,3 e. AP.vav6h h�, IJ v; /..ir.I�� /�'w-•
10. ALL GATES WILL OPEN L-�T 0--
hip ohip or -laten,me,o6118atjoa'of the roadvay utilitiea, night of access I
A OF
to the e-1-t'shall be deeded to the foul.of North Andover,
li2n ALL WORK
1 , A.R.H. Sl SHhALLUF.OUTSIDE WATER READERS WELL BB PROVIDED BY THE DEVELOPER. 3. Developer shall-'of"'public roadvay"in clean end proper Londities per prepared by
o L 8ti IIICONFOR11AtJCE WITH THE TOIR{ NORTHNORTHL{➢OVER WATER DPW direction through project ccepletion. Any damage ve to4Ai+rstreet will be Design Engineering Associates
STANDA"I, repaired by the developer atilixing infrared patch per DPW dixeceioh.
13. AS BUILT DRAWINGS SHALL BE PROVIDED TO THE TOWN OF NORTH ANDOVER 4. The%Ittlity eaeeroeat,are to be recorded at the asne-tine as rite approved
WA d P.O. Box 516 North Andover, Mass.
TER DEPT. roadway so aubdivlsian.
14, ALL IIYDRAIITS ARE
TO BE INSTALLED @ 500' INTERVALS lit ACCORDANCE KITH 5. The.ubdfvl.i.n will be eel-d by ru,ll.JgA eater and sewer insfailed at the Engineers Land Planners General Co
ntra,#era -
5ECTLON V.F. F{AiER FACILITIES. developer"expense, in eddLlion to all v0setrlc, teleppoac•_aud gas.
Current Zoning:R- Sheet 3 of is
Construction Criteria Notes
tiNo .� w T e ewT 'j'}.f' -r_
'I ���.�bsaev a� v�rlFjzwsse~ ��aN�fn,Gs,a, ` isr�yl�_ VZ�as��"I'i"-"T
•�Bo nTsy�rt wiry E. E><.� E.J c. �.�oJrJc ad ru.�. /�°"`_ �W/u'��
IC l:q+J z � ro PaKESJ FId >~P_ �T 1�� ,,.•ri-" /!�/7t'a /:l7
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Tfr-3 r �c��r�E-
r• 1ry 4n .., I'k"
k 2yyd9. �.,rt,b ir.,d To
t'Lcp e» Z'rYP¢
Locus Plan I certify this plan is
.Is red in accordance
SN 1"Ax� nu.rER,raL 1. •i IG t I-!
Ry lZ,�,m,�,Jo, -goLLl.lc, .a,� 1 '� � }vtttth tul�and regulations of the ESSBx
P'71avU.]a,�J Iva L-1�.Vs.
4. '.m• ° ' i �d�r ` �� Glsitld Registry of Deoda
Norcd^`.�Teo •.�..�..sL• S" g, �p 2-// o nw o''-IO�Q
EI �`LuJ awn„ w. I Oil y, oC I�n.ea, .
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r `� �P '�° I 8v Iza
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i S.ICaI-Trench 50Ct14n "d�.`"atj
Graphic Scale
2 ��-
ROad148y Cr4$S $eCtlOfl
,_ fl
I I
tS.Clerk of the
-Town of north Andover,NA, hereby
_ —L � r certify that the LFO Lice of Appxo-
r val of this pt- by the Ylnnning
Ba-rd has been received&record-
_ %'+ou LErT ewr rp-c,=-r{a..d.e-r�ycp�.+T. =tea', jp. •�,Yr�N ad at this aEfice &no lfotice of
d OD
s,eTtt--�-..-- Appeal uas received during the
twenty days next after such
I
'ea i jP� 1-
receipt &recording of said
qh ("I'T..1�1�--�� notice
T Clerk Pale-..
duGF. e
PL'T % rw 4r'
c Fwam.
_
TUxt of North Andover
sr—Planning BoazdApprovW- `
Headwall Details - Section'and Elevation.
T L
4 Fire Hydrant Conneciion petails Horizontal Bends and Fittings.
PjNl CN auxx
EIJSedG � caI (,p.4s, B.4,E1) 1115 a-r99a _
2)15.k+y lsac Apolcatton Date: Qjl ZZr�jZj 312 g1r}G11y39 K�alloycv ❑gr ica u1�S-T Fre mac.j �.�er�.S 3 rLAw'9ro ��Nv.r.�o- sr=«.�P...--aNl�.€..F_i-ea...e. -- �3 U��� ._._._
�v�..._�.Jlr G,le.,.ate., M h.vPt_c., --v 0!�E + ���� 4112 Pu,�.`H'1886 gear[ Date: f
�TfLA— 4 4 f. 1° rz-GA, ,
_ 5} 31 t Lass —
V. - _'_ �' -�-Iz"- >..�-4 51 2rl,mhJ959 Arprraral fate:
mmmmmj
4)9 sap9499 Subdivision nd-Pr o
! A Reflnitiye Subd Plan of La
\ \ Woodchuck Grove
L—A
' ,,b.Rn P J� �Nc�a - \ _. North Andover,rL.� ..J.�aLe. A.ca�: G_t♦7b GF ° �Iswl "•r o. �•, � R I o e` ,tu Loa..i S
\x P"r's..�P�'�' ��,_,� e,� e.fa \i \ ✓«e.l�.,r �m.SrK
ate 01 Yib Scale: Jmi Y r.G.o-t[.
1 rA Leo: w i �n \ .� � a a�, for
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----- el P .WA. - �PT 1b. }.i d I,-�1,F✓a./XQ �ltw.
- wa L.=<1-
T` RYA Design Eng n a ringbAssociates
P.Q. Box 516 i North Andover, Mass.
- wy�E� oFN�Ll�rro NNn�+,-�vx6eta
15ngineers• Land Planners•General Contractors
*jjr Manhole Catch Basin ,,.�. . SewerCurrent .Zoning: R-'2 - Sheet 4 of ra
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