HomeMy WebLinkAbout2011-09-06 Planning Board Supplemental Materials (56) �4Kl71k
LEGEND NOTES
S.B. o EXISTING STONE BOUND --*- SILTATION FENCE 1. OWNER OF RECORD AT TIME OF APPLICATION IS 2009 SALEM STREET REALTY (RUST,
S.B. • STONE BOUND TO BE SET M.D.P.W. MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS 66 GILCREST ROAD LONDONOERRY, NEW HAMPSHIRE 03053.
D.H. 0 EXISTING DRILL HOLE (A/K/A MASSACHUSETTS HIGHWAY DEPARTMENT)
D.H. B DRILL HOLE TO BE SET EN.O.R.D. ESSEX NORTH DISTRICT REGISTRY OF DEEDS 2. ZONING DISTRICT IS R-2 KHICH REQUIRES 150'FRONTAGE, 43,560 S.F. LOT
N/F NOW OR FORMERLY DJVLQ EXISTING DRAIN MANHOLE - AREA PER LOT, REWIRED SETBACKS ARE FRONT 30; SIDE 30'AND REAR RY
— —112 EXISTING ELEVATION CONTOUR C.B.d- EXISTING CATCH BASIN 3. SEE T011N OF NORM ANDOVER TAX MAP TUBA, LOT 12 FOR THIS SITE. SEE END.R.D. PLAN 1769
art PROPOSED ELEVATION CONTOUR D.M.H.0 PROPOSED DRAIN MANHOLE AND DEED HOOK 11056 PAGE 172.
112x9 EXISTING SPOT ELEVATION C.B.■ PROPOSED CATCH BASIN
4. SEE PLAN QY CLINTON COW18N, SURVEYOR, DATED JULY 1975 FOR PROPERTY LINES OF TRIS SITE.
112x F.G. PROPOSED SPOT ELEVATION GV GAS GATE SALEM WOODS
PROP.. PROPOSED WG WATER GATE 5 TOPOGRAPHY FROM AN ACTUAL FIELD SURVEY.- DATUM BASE US.&S. VLSI. (N.O.V-D.).
F.G. FINISH GRADE H.W.— HEADWALLRESOURCE AREA ALONG SALEM STREET FIELD DEUNEA TEO BY REST ENVIRONMENTAL CO. IN 1004,
R.C.P. REINFORCED CONCRETE PIPE INV- INVERT 122 MAST R0.-SUITE 16 LEE, NH, 03824, FIELD SURVEYED BY MERRIMACK ENGINEERING SERVICES INC
C.M.P. CORRUGATED METAL PIPE GAR. GARAGE WETLANDS ON SITE FIELD DELINEATED IN MAY 2011 BY NORSE ENVIRONMENTAL SERVICES, TYNSBORO,
C.LD.I. CEMENT LINED DUCTILE IRON S/W SIDEWALK FIELD SURVEYED ,VNE. 2011 BY MERRIMACK ENGINEERING SERVICES. THI5 S17E IS NOT LOCA TED IN THE
—D DRAIN PIPELINE U.O.N. UNLESS OTHERWISE NOTED A SINGLE FAMILY SUBDIVISION ESTABLISHED 100 YEAR FLOOD PLAIN PER FEMA COMMUNITY PANEL 1250098 0012 C DATED JUNE 2, 199J.
—E ELECTRIC LINE FES FLARED END PIPE SECTION 6. INSTALLATION PLANS FOR UNDERGROUND GAS, ELECTRICITY, TELEPHONE,
—T— TELEPHONE LINE EXISTING STONE WALL AND CABLE TELEVISION FUTURES SHALL BE PREPARED BY THE APPROPRIATE
—RD— ROOF DRAIN MIN. MINIMUM LOCATED IN U7TUTY COMPANY AND SUBMITTED TO THE NORTH ANDOVER
CEM. CONC. CEMENT CONCRETE W.F.D. WOOD FRAME DWELLING
DEPARTMENT OF PUBLIC IVORKS PRIOR TO INSTALLARON.
—W WET7. TOTAL PARCEL AREA-441,261 F =10.!29
BIT. CONC. BITUAIINWS CONCRETE —Tr— WETLANDSLANDS LINE (EDGE) RICHT-OF-WAY AREA=36,661 S.F. =0.842 AC.
GRAN. GRANITE L A-45 WETLANDS FIELD FLAG NORTH ANDOVER, MASSACHUSETTS TOTAL LOT AREA =404,600 S.F. =9.288 AC.
(TYP.) TYPICAL
T.F. - TOP OF FOUNDATION - - - GUARDRAIL _ _. .. ._. - ""' - 8. DEEDS FROM THE DRIVER OF ME SUBDIVISION SHALL RESERVE THE FEE IN ALL SIREETS
C.F. CELLAR FLOOR ELEVATIONEDGE OF WOODS OR WAYS SHOWY ON THE SUBDIVISION PLAN, SUCH FEE TO BE RETAINEO DY THE DEVELOPER
R RADIUS —WS— WATER SERVICE UNTIL CONVEYED TO THE TOWN.
L LENGTH T-8 9. SEE LOCUS MAP FOR STARTING BENCHMARK SANITARY SEWER MANHOLE INVERT OPPOSITE
"- � 3:1 SLOPE AREA ' - DEEP OBSERVATION HOLE - DEVELOPER: PUMP STATION RETI4£LL ON CAMPBELL ROAD AT SALEM STREET, EL=89.26 NGV.D. 1929 DATUM.
W WIDE 10. TEMPORARY GROUND COVER AND/OR EROSION19LTA77ON CONTROL SHALL BE ESTABLISHED ON ANY
® 4:1 SLOPE AREA L LONG UNBUILT LOTS AS REQUIRED BY TIf£ BOARD.
CUECUBIC FEET END FOUND 2009 SALEM STREET REALTY TRUST
YAD WIDTH IT NO SOILS ARE INTENDED TO HE EXPORTED FROM SITE APPROXIMATELY 2000 MS. OF SOILS
WON/ WATER QUALITY VOLUME - Be GILCREST ROAD SHALL BE IMPORTED AND USED FOR BACKFILL AROUND THE PROPOSED OVELUNGS THE SEPTIC
AC ACRES HANDICAP RAMP LONDONDERRY, NEW HAMPSHIRE 03053 SYSTEMS AND FOR THE DRIVEWAY SUBGRADE.
S.F. SQUARE FEET
TOT TOTAL FRONTAGE - -UD-- PERFORATED UNDERDRAIN
CL CLASS
OCs OUTLET CONTROL STRUCTURE '..
—UD— SOLID UNDERDRAIN DESIGNER:
LSD. INTERSECTION SIGHT DISTANCE II MRRRIMACK ENGINEERING SERKCPS
66 PARK STREET
ANDOVER, MASSACHUSETTS 01810Morky.� -
�� STEPHEN' SKI, R.L.S. VLAOIlAI
oy y
ON 1� SWEET
\Y INDEX sA�µ
9PmLOT 3
y 1 TITLE SHEET
NSn �N\ 2 PROPERTY LINE PLAN
9 LOT 1
E SAWEF' Y 3 EXISTING CONDITIONS PLAN
� R\ SITE A - 4 DRAINAGE, GRADING AND UTILITIES PLAN
5 DETAILS / LOT 2
6 CONDITIONS OF APPROVAL WAIVER REQUESTS
SP
o BENCHMARK
p1 SEE NOTE 9 THIS SHEET
�F LOCUS MAP KEY MAP
SCALE: 1"=600' SCALE, 1"=200'
FOR REGISTRY USE
APPROVED SUBJECT TO COVENANT CONDITIONS
SET FORTH IN A COVENANT EXECUTED BY APPROVED BY THE TORN OF , CLERK OF THE `l HEREBY CER NFY THAT IRIS PLAN WAS SALEM {MOODS
DATED AND TO BE NOR771 ANDOVER PLANNING HOARD. TOWN OF NO. ANDOVER, HEREBY CERTIFY THAT THE PREPARED UNDER MY DIRECT SUPERVISION, AND
RECORDED HEREWTM NOHCE OF APPROVAL OF THIS PLAN BY THE PLANNING THAT THIS PLAN CONFORMS TO THE RULES AND NORTH ANDOVER MA
—__- BOARD HAS BEEN RECEIVED AND RECORDED AT THIS REGULATIONS OF THE REGISTRY OF DEEDS DEVELOPER:
DA IE OFFICE AND NO NOTICE OF APPEAL WAS RECEIVED ALL SURVEYING CONFORMS TO THE TECHNICAL 2009 SALEM STREET REALTY TRUST
DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT STANDARDS FOR PROPERTY SURVEYS OF THE 66 GILCREST ROAD-LONDONDERRY, NIT 03053
1 0 1 2 AND RECORDING OF SAID NOTICE AMERICAN CONGRESS ON SURVEYING AND MAPPING.- OWNER:
2009 SALEM STREET REALTY TRUST
66 GILCREST ROAD-LONDONDERRY. NH 03053
SCALE: AS NOTED 0 1 2
fyy - DATE: JULY 13, 2011
FILED TOWN CLERK SIEPHETS£r Al) (i R.L.S.
#fw. 66 PMq(ftzEt RPIc SFRYR£5
66 PAtl(Slmil m[
HEARING TIILE SHEET ifs 810 SHEET 1 OF 6
� Z
CURVE TABLEo
CURVE NUMBER RADIUS LENGTH DELTA I TANGENT 2s• a
zo
CI 10.00' 15.71' 9000'00" 10.00• Las` pPELLE
C2 60.00' 60.66' 57-55'28 33.27' q81�B 211.27 a
C3 40.00' 49.59 71'02.10" 28.55• N
r
—TOO.00• 2328DC4 3
2353'58'05' 12.73'C5 25.000 5255 03 m ' m -
C6 60.00' 301.52• 287'5690" 43.64' g18'S0`E 270¢1' / (j\\� 65.0A y
N2 �\ m
FOR REGISTRY USE C7 25.00• 23.55• 53'58'05' 12.73• o 9
C8 150.00' 1 82.85' 1 31'38'43' 42.51' 0e .�'h oC 1 m
'�`%a
THIS IS TO CERTIFY THAT TWENTY (20) DAYS /HAVE ELAPSED TROIA DATE ' Jp, 07 pb�UO �9@O\ Cg O); o yn
WITHOUT FILING OF AN APPEAL,
FILED // / y(0� y / 1. �s N - mo
/ I m
DATE / n ro I 'ym 4 r O 30• V)
/ �m
4. / m>I p A I / \ F' $. AD S.F. .�
TOWN CLERK _ 1F 4Q4J' / - v If \ b =1.2608 AC. I a (f7
?OZ• / n o N YY CBA=52,807 S.F. N m
➢ 06 / \ sm�o. \ 100% I
APPROVED BY ME TOWN OF
NORTH ANDOVER PLANNING BOARD ' � / N'p"�y - K'•
/ / o L=150.`1
T=154.49
DATE n, / -ij \ \� 5q W DN FNO
�Q��� WIDTH AT�BETB�, �'�" 25473,- .5'1 '4
FILED y4kl$ / 58.
17 -312.90
HEARING
/� I
w
/ / r
y
30•
NOTES
1. IRON RODS OR
LL LOT CORNERS
NOT OTHERIIISE DRILL HOLES
TAA
NTEDOR SHONNTO BE AR)NUMEENTED.
2. ZONE DISTRICT'' R-2
J. SEE SHEET I FOR REFERENCE DEEDS & BENCHMARK DATA.
Q SEE E.N.D.R.D. BIC 1056 PG. 72 FOR SITE DEED.
/ AREA=220,496 S.F. / / 4 COVENANTSWERE AAFOECTING PLANNING
THISBOARDOR ZONING BOARD
=5.0618 AC. w _
h CBA=207,665 S.F.
a^/^o / fl-'R•r " 100%
i
I
AREA-129,18f C.f. i
2,9655
CBA=1 9,1 1AS.F. I _
ox
ITFND
&"asEM WOODS
q W-
ON NORTHLANDOVER MA
53D- 4'09eTHIS PLAN CONFORMS 711E RULES AND
REGULATIONS OF THE REGISTRY OF DEEDS DEVELOPER:
2008 SALEM STREET REALTY TRUST
66 CILCRESi ROAD-L014DONOERRY, NH 03053
>� L —— — — -- — L f ' 20&.4 OWNER:
o — —— — —. — — — — _/ � 2000 SALEM STREET REALTY TRUST
o •T 4 66 GILCREST ROAD-LONDONDERRY NH 03053
NR1CHAR05 3 DATE:: l'-4LY 103. 2011 0 40 80
g — dl'50•I - - _ _ _._ __ _ 0 µl1N 7/13/11
W - 169.0
§ N/F STEPHE I, R.L.S. DATE
NF.1LP V S BMIT,EDdY9 XR11LF5
Nfib PNM MASS
5 NEW ENGLAND IROET
RUTH RICICHARNS 'ROPERTYLNE PLAN aAaTTS 0 SHEET 2 OF 6
POWER COMPANY
' o
t AFF
PITO timeti gxl�
p
al\rE� Sy0 w r
xte
�
Vt
'S0 H
FOR REGISTRY USE N25'Sa ♦ i tFa i / / T aza '\ \\\I �1313�I 1 Ii- \ to
O PROP 16• µIDE 'a \ / 1 G1 '\ \ l �(r ws Ys
- ca.lAloNID IyE \ \ /` +�'
PROP. T EATMENT s. `
`I DswnLR(Z�) H4n oN / F 11 k 1 �� kr, v i i51
µn I w
1 1 , / i 1 / ,: �� 1 \ 1\ `fit \q v
THIS IS TO CERTIFY THAT TWENTY (20) DAYS PROP S4€LL """ I f tl�` 1 I F ,£ 1 ( / Ml' �'3 lA`1 �� '•:+\• `•-s 4 I rCFNTEq�K
PROP ROOF f I 1 .,«K �...^ v. , t,. .xi / ` \-•T\ a > CATC516ASN
HAVE ELAPSED OF A DATE OF EXCISION FILED
VATHOUT FILING OF AN APPEAL / s I INFICTRATQR 1 '\ 1 - 1
f:AT'VIV6
DATE - - _ a{c.*PQ <i;:`P,\� - '�` r� �a §f��4sl. f .-,"ay., , •�i�'\ .5 \ `\ \ \ \i E� � " �a 1 1`� \ \ i- V - � j� _
TOM CLERK
i I IIII`
KO CH IMLtl 4 F •�'\ \ \ \ 1 r. A ,
,`l
C
�,�. +r'�i i 1 ( (( � w I _ + 1, \iv\ I' S,.y'h/ / / I i \ .i I
` APPROVED BY THE T01VN OF / \ a,l 1 1 I ry'S / (/ , .,.,,, _•`;�,y L
NORTH ANDOVER PLANNING BOARD i#1 #'1'� \ 5 - 3' 1 ion o i 1 / '—PROP.
T`�
II } h ' r'w / \ I AI 1
IIlr)v I I/ ll,.f ! / I / ^s i �r /( 2 STORY` ul�
I ! / W.F D
�fiY{I I N? PROf: 21 STOR�'W F D• �� `PROP SEPTIQ •,
DATE . l l1 (/6I s/ - I 1 I !' r♦ 1 I wTANK
'PROP. SEPTIC+TAr'IK
FILED IIS ' F H #P' `Y r ..,y -� '`(^'�y { 0}�,f�b
PROP LZACH,ITE2D
�
HEARING ♦ 13 k-L ;t f.,, 1 45y.9 f.[ /rFFJLTDAI r
'L 1-#1-15 If F / i'Y, YS€Fi DETAIL)
\ \ i t- s \ 9 ... T `.. ' / ( �'•' PROP.
''/ HELL
13}I j{t
L_ a17�
L.,\U
f /
g ,yu
iv
W-IY a/j! { ,s")s{^3i'
'4 u\ t Iwfiii},.
s\ t11irP��
�`\yt
SALEM WOODS
'^ r 1 k ,�,,\ I x1411 y f. .., - \ I .\. \m / }`^ ff p 3 ` x530'3409 ,_• NORTH ANDOVER, MA
DEVELOPER:
g �'.�• ) I y t �v' y 113 I - \ ' ' r - - / THIS PLAN CONFORMS TO THE RULES AND
4 ` ^' 'y ' / //{ d Id/�T:a,g IIIA {pSSj, • '1 i_s,o»+ �- ^ ,,,�% REGULATIONS OF THE REGISTRY OF DEEDS 6009 SALEM
STREET
0llDE REALTY
RUST
..gs♦ , (,' \ N/ ! I 111 t - \ \ ,,, \ \ \ \..:„ r 044 Ii ' f �.. s f
(�- i \ -. :)� _ v( 2. f - ,� `� D
" iunus AVER
2008 SALEM STREET REALTY TRUST
g6 ,r .
S£1'$Ot6"\jry ETC
66 gLCREST ROAD-LOiJDONDERRY. NH 03!153
>< 42 / . r kt`R .`. _� - e -NSF/ARDS i r rl/ w4i �yy
SCALE: ULYt 0 40
\' / /, 0459 ;\,,`1\I� � -$�l#5q 16 W\ -69,80 �sblg� DATE: JULY I3. 2011
N[F ,I r. !/ �1H1 1 (� I c -'l sm,. i ". .. 1-- _-1\; / /\ ,., 7/13/1t 0 ]/Is/t 1 I%RRTJAa VIONEcwuc SERVICES
VL
O1VER EC01PA
AN I 1 \\ t . 'C' / ADIIAIR NEMCHENOK, P.E. DATE SIEPHE14 E. L.S. -DATE 561`£ STREET
(rErAN � \ � l OIMAGE, ,HMW a vilUPES PLAN SHEET 4 OF 6
APPROVED BY THE TOWN OF
NORTH ANDOVER PLANNING BOARD DRWELL NOTES
1'afRfpURfl VTC 4FE L.1.1 Af Nrs°5 GI WIr rR —b'.CE Y�uN IMf
rcre-mv'fcluw aar rcYonaL LIN sa[us m w v astir wl wma r.wz
v of v/rr.v wallo ccwxmr sr o:o m-n'w«wAnvo xarevu
Oa
ceras) u asn. r Loan
+'sx,u EE mAul nrra
DATE o car[x � mins£az m:waaafo favu. vzr.xn+eai(rsl ro<a
n.sa m[,•r[o-e
. cewarNw v L eB (4Tf'ow aw sf[of
[arx ar naao[ ca Lw � ffis zmfw
FILED
ren° a.^T•c ncm
naw,NaLrcfB Ew ,
HEARING rovs°Airroa'Seoru a N� vnaEs nwc roxoa"w n4'DE
.•rrc rrE cvr ro m w SILTATION CONTROL FENCE & STAKED HAYBALES DETAIL
T sn.•r[uoear[o rrc rof -. ran sam v}c vrf
THIS IS TO CERTIFY THAT TWENTY (20) DAYS v 4
HAVE ELAPSED FROIA DATE OF DECISION FILED :.:.2 yi;`�i• lo'ux oaalL.asleo vmL
FOR REGISTRY USE
WITHOUT FILING OF AN APPEAL. ""= N1eAw oirwri o[:°�EOP'
16'
DATE INSPECTION PORT ,[ ate ARIES 12'i VARIE
TYPICAL INSTALLATION D TAI ROOF LEADER DRYWELL '30e' FULL WORT I" OVERLAY
Nor ro swL IA"ro 1a. FINISH COURSE TYPE I-2 1 1/2- BINDER
TOWN CLERK BIL CONIC. gg COURSE TYPE
-. .. . _ ,,, I-I BIT. CONK.
k�
EXIST. BIT. CON C. DRIVE
e8. 12' Mo
t
3 - 8" PROCESSED 8' PROCESSED
.o GRAVEL BASE GRAVEL BASE
rc
TREATMENT INFILTRATION
DIAPHRAGEA
o - PROP. COAl1A0N DRIVE 284 L.F. S=7Ye AVG. AND INETAIL) ION SYlALE
(SEE DETAIL)
a
0
TYPICAL EXISTING DRIVEWAY WIDENING SECTION
_ I .1 re SONE
IVEWAY SECTION
145 - \� _ _ _
SPECIFIED
_-- --- _- EXIST- IT. CONIC. D IVF 226 L.F. S=119. AVG. ---�— --I � Eit
wAAIEp i6'
1 1/2" BINDER
FABRIC
TYPE I-I BIT. CONIC.
140 \ - ("PEA')STONE 1" FINISH COURSE17
VATION WENT TYPE I-2 BIT. CONIC.
28 OFAENC
R EQUALC2"CRUSHED C135 WASHED STONE. EINE E%CAYARON
µNH MICRODLTER FABRIC
µEAP£ 402 OR EQUAL
\ •['`*^ 8" PROCESSED
\ 2'MIN. De" GRAVEL BASE
i0 ES.W.T.
130 TREATMENT ARON AGA!
— TREATMENT DIAPHRAGM & AND METAIL)NON swALE
(SEE DETAIL)
PROPOSED IGRADE \\\ INFILTRATION SWALE DETAIL
\
Nor ro sruL
125 \
TYPICAL DRIVEWAY SECTION
\
DEEP TEST RESULTS
120 ----"-- -- — ` — - �r
\ w
I \ EXISTING GRADE
ora v[_ sL.Orn vz ora v+ _
115 Ell
�
\ W far 7/13/11
\
,TO I \ VOGMIR NEMCHENOK, P.E. DATE
\ xrr,e - az' rsrr.a eo• rx..r.a r Ez.m.r.a sr•
5Cn
I
-_ -- ------ ------ \�\
\_ rwN rrvu.lomrre-.,y,�n we_• a u rOorrn_x.://az ze• B er_ ,_ a
THIS PLAN
CONE RULES AND
RRY OF DEEDS
105 7/,3/1
1
STEUNPHE ' DATE
' I-_-mvore rp =
lore./e u• a Buren[/, r,• a SALEM WOODS
TOO a NORTH ANDOVER MA
Ol DEVELOPER:
N m N h w I H Z ear a/. a vz's/. a :ns/r z�r a/• e 009 SALEM STREET
LT
RUST
6 -
Nz-
nE oE.xr.rr..r.a exunE coxvrrra a Nos£ "° LQDOND RNH
OWNER
2009 SALEM STREET-REALTY-TRUST
66 GILCREST ROAD-LONDONDERRY NH 0305395I6 102+63 100+37 a " sSCALE: AS NOTED 0 4
8105+47 105+00 104+50 104+00 103+50 103+00 102+50 102+00 101+50 101+00 100+50 100+00
DATE: JULY 13, 2011
PROFILE
0®
i rzsr Mr[:
I•==,ro''
EIG SERVICES
(A5 PAW STREET EB
IL
\R NSEliS
OIBiO
PROFlLE d DETAILS - SHE L5.-OF 6 ...
WAIVERS CONSTRUCTION NOTES
WE FOLLORINC SUDDIOSION CONTROL LAW IVAIVERS ARE REQUESTED 991171 THIS PLAN:
SECTION RILE REQUESTED WAIVER 1. THE LOCATION OF THE 1" WATER SERVICE TO HOUSE #2009 AND
THE SEPTIC SYSTEM SERVING THE HOUSE ARE UNKNOWN.
2. TELEPHONE, ELECTRIC AND CABLE T.V. TO BE UNDERGROUND, PER UTILITY
Waiver from the specifications for construction referenced in Appendices COMPANY DESIGN.
6.4 Construction Specifications I through IV of the aforesaid Rules and Regulations,to the extent they are 3. PROVIDE SLOPE STABILIZATION FOR ANY SLOPE EXCEEDING 3:I.
not applicable to the subdivision as designed 4. NO STUMPS SHALL BE BURIED ON SITE.
5. NO BUILDING OR STRUCTURE SHALL BE BUILT OR PLACED ON ANY LOT
WITHOUT A PERMIT FROM THE BOARD OF HEALTH, IF SUCH A PERMIT IS REWIRED.
FOR REGISTRY USE
6.5 General Cownrudlon Procedures Waiverftomtheprocedluesapplieabtetoi dwaav construction 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYINGON
THE LOCATION,
- SIZE, AND ELEVATION OF ALL EXISTING UTILITIES SHOWN OR NOT
SHOWN ON THESE PLANS PRIOR TO AND/OR DURING CONSTRUCTION. DIE
6.8 Streets:Design Standards Waiver from the designs standards applicable to local,collector and arterial DESIGN ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES
- stets FOUND INTERFERING WITH THE PROPOSED CONSTRUCTION SO THAT REMEDIAL
ACTION MAY BE TAKEN BEFORE PROCEEDING WITH THE WORK.
THIS IS TO CERTIFY THAT TWENTY(20) DAYS 6.9 Curb Waiver from then requirement that curb be alt 7, THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF ANY
HAVE ELAPSED FROM DATE OF DECISION FILED al mB along�%>=^-+Fs DISCREPANCIES IN THE PLANS BEFORE PROCEEDING 159TH CONSTRUCTION.
VJMOUT FILING OF AN APPEAL.
B. EROSION CONTROL.MEASURES SUCH AS HAYBALES, SILT FENCES, DRAINAGE
"- - - Waiver ftom the mqulrement that side Walks.be couc
nstrted along local, DIVERSIONS, ETC. SHALL BE INSTALLED AND MAINTAINED ON A _
DATE 6'11 Sidewalks CONTINUOUS and art��al CONTINUOUS BASIS IN ORDER TO PROTECT WETLANDS AND OFFSITE AREAS
DURING CONSTRUCTION.
TO HE CO
TOM CLERK Waivet from the requirement that the peak rate of run-Off be no high" 9 OETERMI EDALLL BY AASH -180 D.D TO 95 PERCENT MAXIMUM DRY DENSITY -
' 6.14.1 Stow D=ings:Pak plows following development Dun before development
10. THE CONTRACTOR SHALL INSTALL UTILITY IDENTIFICATION TAPE ABOVE ALL
UNDERGROUND UTILITIES
6.14.7 Storm Drainage:Alternfioa Waiver from the tegairemwt that thele be no post-development increase 11. THE CONTRACTOR SHALL FOLLOW THE TOWN STANDARD FOR INSTALLATION OF
m the peak nn of nmoff ELECTRIC LINES
APPROVED BY THE TOWN OF
NORTH ANDOVER PLANNING BOARD Waiver from the rcquivement that an alternative water supply be proposed -
'6.15.5 Muoidpal Waaer$apply Not AvdMble for fin protection,provided tbat the two(2)new single-family homes shall
DATE
be equipped with sprinkler systema for drat purpo e
FILED 6.18 Trees cad Other PLwtings Waiver from the requirement that stree trees or other plantings be in-
HEARING 6.20 Street Signs Waive:fiom the requirement that street signs be installed at specified loca-
tions
6.21 Street lighting Waiver from the requirement that provision be made for sneer lighting
the Applicant hereby raava Ib right to regve a fumher waivers as may be necwaty or desirable in connection with ib eubmitml
ofs definitive plan for Board review and appmvaL
SALEM WOODS
NORTH ANDOVER, MA
DEVELOPER:
c 200$ SALEM STREET REALTY TRUST
66 GCLCREST ROAD-LONDONDERRY, NH 03053
Y THIS PLAN CONFORMS TO THE RULES.ANO OWNER:
" sj0idw'v� REGULATIONS of E REGISTRY OF DEEDS 2000 SALEM STREET REALTY TRUST
lea 66 GTLCREST ROAD-LONDONDERRY NH 03053
SCALE:-AS NOTED
DATE: JULY 13, 2011
' SbNFLE�'� �< +iq NERPoYACK DNffi:EIItltIC$ERWe£S
7/I3/1I 7/13/11 66 PA2(sIREEi
g VLADIMIR NEMCHENOK, P.E. STEPHEN E< . 1 BKI, R.L.S. DATE CONDIDONS Of APPROVAL/t
y WAIVER REQUESTS SHEET 6 OF 6