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LEG NOTES
S.B. 0 EXISTING STONE BOUND SILTATION FEI"CE 1. OWNER OF RECORD AT Td�'E' OF APPL1CATla�l�1 /S 2;�09 SALEh�1 STREET PBALT'� TRUST,S.B.. ■ STONE BOUND TO BE SET M.D.P.' '. MASSACHUSE�S DEI�"ART 'ENT OF PUBLIC WORKS D.H. @ EXISTING DRILL HOLE (A/K/A MASS\CHUSETTS HIGHWAY DEPARTMENT) 66 GILCREST ROAD, LONDONDERRY; NEW HAMPSHIRE 030. 3.
D.H. 0 DRILL HOLE TO BE SET E.N.D.R.D. ESSEX NORTH DISTRICT REGISTRY OF DEEDS 2. ZONING DISTRICT IS R-2 WHICH "'REQUIRES 150' FRONTAGE, 43,560 S.F. LOT
N/F NOW OR FORMERLY D.M.H.( EXISTING DRAII MANHOLE SALpwm wo ijZ!), AREA PER LOT REQUIRED SETBACKS ARE FRONT 30s SIDE JO' AND REAR 30'
-- -- ---112 EXISTING ELEVATION CONTOUR C.B. ❑ EXISTING CAT(H BASIN
3. SEE TOWN OF NORTH ANDOVER TAX MAP 108A, LOT #2 FOR THIS .SITE. SEE E:N.D.R.D. PLAIN #769
PROPOSED ELEVATION CONTOUR D.M-H.0 PROPOSED DR°VN MANHOLE AND DEED BOOK , 1956 PACE 72.
112x9 EXISTING SPOT ELEVATION
C.B. E PROPOSED CA-CH BASIN
4, SEE PLAN BY CL IN TO'N GOOD WI N, SURVEYOR; DATED JUL Y 1975 FOR PROPERTY LINES OF THIS SITE.
112x9 F.G. PROPOSED SPOT ELEVATION GV GAS GATE
A SINGLE FA IL Y S�.1.,DI VISION
PROP. PROPOSED WG WATER GATE 5. TOPOGRAPHY FROM AN ACTUAL FIELD SURVEY; DATUM BASE U.S G.S. M.S.L. (N.G. V:D.).
F.G, FINISH GRADE H.W. HEADWALL RESOURCE AREA ALONG SALEM"STREET FIELD DELINEATED BY WEST ENVIRONMENTAL CO. IN 2004,
R.C.P. REINFORCED CONCRETE PIPE INV. INVERT 122 MAST RD. --SUITE #6 LEE, lid, 03824, FIELD SURVEYED BY MERRIMACK ENGINEERING ,SERVICES INC..
C.M.P. CORRUGATED METAL PIPE GAR, GARAGE LOCATED IN WETLANDS ON SITE FIELD DELIN,ATEO IN MAY 2011 BY NORSE ENVIRONMENTAL SERVICES, TYNSBORO,
FIELD SURVEYED JUNE, 2011 B)41 MERRIMACK ENGINEERING :SERVICES. THIS SITE IS NOT LOCATED IN THE
C.L.D.I. CEMENT LINED DUCTILE IRON S/W SIDEWALK ESTABLISHED 100 YEAR FLOOD 'LAIN PER FE A COMMUNITY PANEL #250098 0012 C DATED DUNE 2, 1993
D DRAIN PIPELINE U.O.N. UNLESS OTHE 'I'SE NOTED
E ELECTRIC LINE FES FLARED END FP SECTION MASSAi" TTUSEr"MC—V6. INSTALLATION PLANS FOR UNDERGROUND GAS, ELECTRICITY, TELEPHONE,
T TELEPHONE LINE cD cDcDc> EXISTING STON__ WALL NOtf.1 17 ANDON
VER, un 1 I AD AND CABLE TELEVISION UTILITIE ' SHALT. BE PREPARED BY THE APPROPRIATE
RD ROOF DRAIN MIN, MINIMUM UTILITY COMPANY AND SUBMIT-tD TO THE NORTH ANDOVER
W.F.D. WOOD FRAME )WELLING DEPARTMENT OF PUBLIC WORKS PRIOR TO INSTALLATION.
CEM. CONC. CEMENT CONCRETE W WWATERMAINCIV) BIT. CONC. BITUMINOUS CONCRETE 7 TOTAL PARCEL AREA=441,21 :F =10. 129 AC.
,r�,� WV'ETLANDS LILAC (EDGE) RIGHT—OF— WAY AREA'--38, 661 S:F, =0.842 AC.
GRAN. GRANITE TOTAL LOT AREA =404,600 S.F. -9.288 AC.
.� A-4"� WETLANDS FIEID FLAG
(TYP,) TYPICAL DEVELOPER:
TF TOTAL FRONTAGE GUARDRAIL 8. DEEDS FROM THE OWNER OF THE SUBDIVISION SHALL RESERVE THE FEE IN ALL STREETS
C.F. CELLAR FLOOR ELEVATION EDGE OF WOOD°S OR WAYS SHOWN ON THE SUBDIVISION PLAN, SUCH FEE TO BE RETAINED BY THE DEVELOPER
2009
R RADIUS STREET US UNTIL CONVEYED TO THE HOIt�fE0JWNERS ASSOCIATION.
WS WATER SERVIC=
L LENGTH
T—8 66 GILCRESST ROAD 9. SEE LOCUS MAP FOR STARTING BENCHMARK: SANITARY .SEWER MANHOLE INVERT OPPOSITE
DEEP OBSER VJION HOLE L,ONDCC NDERRY, NEW HA PS`HIRE 0,3053 PUMP STATION WETWELL ON C�14�PBELL ROAD A T SALEM STREET; EL.=89.26 N.G. V.D. 1929 DATUM.
3: 1 SLOPE AREA
W WIDE
10, TEMPORARY GROUND COVER A f°J0 f r9R EROSION/SI L TA TIC'N cON TIC C7L SHALL BE ESTABLISHED ON A N Y
4: 1 SLOPE AREA L LONG U
UNBUIL T LOTS AS REQUIRED 6Y THE BOARD.
WA Y NO ' A PBL ROA
CUF CUBIC FEET FND FOUND (PRI VA rP E
WQV WATER QUALITY VOLUME WI D WIDTH 71. NO .SOILS ARE INTENDED TO BE EXPORTED FROM SITE APPROXIMA TEL Y 2000 YDS. OF SOILS
SHALL BE IMPORTED AND USED FOR BACKFILL AROUND THE PROPOSED DWELLINGS, THE SEPTIC
AC ACRES HANDICAP R,A,,77, SYSTEMS AND FOR THE DRIVEWAY SUBGRADE.
S.F. SQUARE FEET
TOT TOTAL FRONTAGE — — UD — -- PERFORATED A� dDERDRAIN DESIGNER:
CL CLASS
'
OCS OUTLET CONTROL STRUCTURE EROSION CON'T L BARRIER MERRIMACKI
— UD SOLID UNDERDRAIN (12 DIA. COMP"IST FILTER SOCK) 66 .PARR STREET ANDOVER, MASSACHUSETTS° 01810
I.S.D, INTERSECTION SIGHT DISTANCE
�AOFb 6.
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CIVIL
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2 PROPERTY LINE PLAN
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� , 3 EXISTING CONDITIONS PLAN
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5 DETAILS LET 2
6 CONDITIONS OF APPRCJVAL,/WAIVER REQUESTS
BENCHMARK
SEE NOTE 9 THIS SHEET
- LOCUS " KEY MAP
SCALE:' 1 "=600' SCALE: 1"=200'
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FOR REGISTRY USE
SEE NORTH ANDOVER SUBDIVISION PLANNING BOARD APPROVED BY THE TOWN OF CLERK OF THE "I HEREBY CERTIFY THAT THIS ,LAN WAS SALEM WOODS
APPROVAL DECISION (9 PAGES) DATED OCTOBER 18, 2011 NZ; ANDD � ER PLANNING' BOARD.
TO WN OF NO. A NDO VER, HEREBY CERTIFY THAT THE PREPARED UNDER MY DIRECT S UPE` VISION, AND � ,
AND ,RECORDED HEREWI TH. NOTICE OF APPROVAL OF THIS PLAN BY THE PLANNING THAT THIS PLAN CONFORMS TO THE ROLES AND
DEVELOPER:
f BOARD HAS BEEN RECEI VED AND RECORDED A T THIS REGULA TIONS OF THE REGISTR Y OF,DEEDS`.
1�rn N�of � DATE
OFFICE AND NO NOTICE OF APPEAL WAS RECEIVED ALL SURVEYING CONFORMS TO THE TECHNICAL ��� � �++��� TRUST
DURING THE TWENTY DAYS NEXT AFTER ,SUCH RECEIPT STANDARDS FOR PROPERTY SURVEYS OF THE 66 GILCREAST ROAD—LONDONDERRY, NH 03053
„1 '"IL AND RECORDING OF SAID NOTICE. AMEI ICAN CONGRESS ON SURVEYING AND MAPPING. " OWNER:
SALEM STREET REALTY TRUST
At
wary 66 DILCREAST ROAD LONDONDERRY, NH 03053
PLAN NO.—fa5wti � `° „`% ` .� - SCALE. AS NOTED
" DATE: JULY 13, 2011 O 1
TOWN CLERK RED'.: OCTOBER 14, 2011
FILED
STEPH I, R.L.S. MERRIMACK ENGINEERING SERVICES
I� rsr ` 66 PARK STREET
HEARING
1ANDOVER. MASSACHU.SETTS 01810
TITLE SHEET SHEET 1 OF 6
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Roo6 dmomfll� m CURVE_ NUMBER RADIUS LENGTH DELTA TANGENT 1, IRON RODS OR DRILL HOLES TO BE SET AT ALL LOT CORNERS �""`"� Z z`Z
° NOT OTHERWISE ONUMEN TED OR SHOWN TO BE MONUMEN TED. ��� �,�� n 0 0
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C2 60� 00 60.66 57°55 28 33,21
L_� J. .SEE SHEET 1 EC�R REFERENCE DEEDS �'c BEN�`HIvJAR.�C DA TA- '��' ' ��'�� I
C3 4C .00t 4 .59' 71 °02'1 D°' 28.55' SEE E.N.D.R.D. Bk. 10 AG. 72 FOR /TE DEED. �?
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5 25.CCf 23.55' S3°58''OSff 12.73' '` /"/y `AJ1 5Q C Q � z lorm ? FO R
C6 60.00 301 .52 287 56 10 43.64 5" ry y'�, CA CUT E
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C7 25.00 23,5'5' 5758'05'r 12.73' '' 1�� Grp` F ; 5$$' D \ LT., I 11
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C8 150.00' 82.8'S' 31 °38''43" 42.51' ✓ ..-- `
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THIS IS TO CERTIFY THAT TWENTY20 DAYS
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t7Y
STEPHEN E. ST
3I N F I F 66' PARS STREET
'' A D R. MASSACHUSETTS 01 ' ,
NEW ENGLANb RUTH RI�CHARD SHEET � OF 6 PROPERTY LINE PLAN
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. .1 � � ,F . �8- j, i � I � � / 11 " 'I , , 2h,�z �, - - � 't .,_r _ I -' I 1111
I , � I � I � � I I I" VLADI l I* NOK, P.E. DATE STEPHEN E. I
Z! ` I KW 04GLAN't), ) ! , , 11 / /R0TK, f 1 l�, I � "I .� / 11; I r 11 _1 ,.1. 1 �, � �1 ANDOVER. MASSACHUSETTS 01810 .
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'11 � 1/ _/ , 1, I I / "" __ I DRAINAGE, GRADING & UTILITIES PLAN SHEET 4 OF 6 .,k
I I I I , I � .11 I
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�
-' ' '-' " -.1 �� W � � -," / 1 � - / , "
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-
APPROVED BY THE TOWN OF LINE v DE ALLS OF
-93
1
APPR
ION WV/'tvIIRAFI DRIVEWAY SECTION
NORTH 24" HDPE RISI R AND " DISTANCE APART WHERE
vjng*y Or DamN ANDOVER PLANNING BOARD SCIOX FILTER FABRIC SPACE CHECK DAMS THE
POLY LOK HEAVY DUTY AS SPECIFIED "
cl o'er COVER PRECAST CONC. SPILLWAY
POINTS A AND B ARE THE SAME ELEVATION
OVERFLOW A
���� SHALLOWS LEACHING PIT
surd R � � SHALLOW
CONC. 1 1/2" _ � �
LEACHING PIT CRUSHED STONE
PRALLOWV
C DA E SPLASH PAD ,�' 00 QW_ ' 6" I=LOWLINE
LFINISH
M EC AND SE E D D ,
�i �f ... :�...�..._`� E�CTIwIL1�l� SI.=GTIbh1
_.
z
12" MIN, TEE OIL' 90" ELBOW °° 1/8.- /B" WASHED ('"PEA") STONE
K010101
FILED ER ,� OF 1 /8'" 3f8" o LINE EXCAVATION WITH
" " CRUSHED STONE ACCESS 01 0� MICROFILTER FABRIC DIA. STONE SPILLWAY
COVER
. v em kw, COVER c��r;6; ° �I WEAVE 40 OR EQUAL _ � --
I +� O O c� � � 16y 15''` '�`" ��s ,�'" � "�py.ap,. 6»', FLOWLINE
HEARING
o 81
O 6 0 a
26 �' o �p� 4"-1 1 2" CRUSHED &
4 P.V.C. ca0 WASHED STONE. LINE SIDES OF ELLYATIQ�N
2 1 2" CRUS ED STONE 0 Cc 0 o EXCAVATION NTH MICROF°I'LTER'
I THIS IS TO CERTIFY THAT TWENTY 20)' DAYS � INLET PIPE �� � 4' � �,p
WI�EEP,HOLES SPLASH PAD , O o �- FABRIC WEAVE 402 OR EQUAL
NOTE:
HAVE ELAPSED FROM DATE OF DECISION FILED 4 8 4
WITHOUT FIL11�I'G OF AN APPEAL, —~ 1F' 1. CHECK DAMS MUST BE INSPECTED AFTER EACH RUNOFF EVENT
FOR REGISTRY USE *, I 3a' BANK RUN GRAVEL 2- CORRECT ALL DAMAGE IMMEDIATELY.
�� MIN. 3. IF SIGNIFICANT EROSION HAS OCCURRED BETWEEN
SECTION 0,9()a 4T ac'/' 48 STRUCTURES, A LINER OF STONE OR OTHER SUITABLE MATERIAL
28" " C70c:> 00c:>�' L7( C TO E.S,W.T. MUST BE INSTALLED IN THAT PORTION OF THE CHANNEL.
OF /4 -1 1/2 -, t�I 4_ REMOVE SEDIMENT ACCUMULATED BEHIND THE DAM AS
CRUSHED STONE PLAN NEEDED TO ALLOW THE CHANNEL TO DRAIN THROUGH THE
STONE CHECK DAM AND PREVENT LARGE FLOWS FROM
DATE �i / CARRYING SEDIMENT OVER DAM.
f »� 5. REPLACE STONES AS NEEDED TO MAINTAIN THE DESIGN
NOT TO SCALE
CROSS-SECTION OF THE STRUCTURES.
36" WIDE "MFRAFI 1'00X"
!, TOWN CLERK SILTATION CONTROL FABRIC NOT TO SCALE DAN
ATTACHED TO 4'-Fr" WOODEN STAKED HAYBALES
STAKES SILT FENCE BEHIND RIGHT OF WAY VARIABLE WIDTH NOT TO SCALE
I STAKED
PER HOADYBAL tom.) GRADE STAKED HAYBALES 16' RIGHT OF ' JAY VARIABLE 'WIDTH
HAYBALES MOUND SOIL AGAINST FENCE
3"-O" SILTATION
VARIES 12't VARIES 1 ,
CONTROL FABRIC FLOW
TO EDGE -00
ABOVE C.RAC�E° i = 4._6 WETLANDS FULL WIDTH 1 1 /2" OVERLAY
w �� WOODEN ;
BELOW GRADE , .- ., x V—6. STAKES ' _ 2 BIDDER ,
r� .a, - FINISH COURSE TYPE I 2 1 2,r 2 1 / BINDER
BELOW °, BIT, CONC. / TYPE T-1 BIT. CONC.
GRADE COURSE TYPE
cl`
1 TOWARDS I-1 BIT, CONC. 1 1 /2" FINISH COURSE
INFILTRATION TRENCH ( TYPE 1-2 BIT, CONC.
NOT TO SCALE
DROP. -C ONI-M-ON DRIVE 28 L.F. S=7 m AVG.
INFILTRATION TRENCH
� 1
.... :: `7777777777
�� TOWARDS T .,
I1
3
I r
EXIST. BIT_ CONC. DRIVE
12' WIDE ° ° ' ° ° °
_. .. . .
�80 S„ PROCESSED 4" LOAM AND SEED
- * GRAVEL BASE BOTH SIDES a "
4 - 8 PROCESSED 4" LOAM AND SEED
4 _ _. .._� __.—.. _ .� __,.. .�.�_____ '_.__.____. ....n__.__ _._.____e; �.......__..�_. ,,___._.___,...� s s tl g°' PROCESSED
GRAVEL BASE (BOTH SIDES)
r
.____._ __... _.__ —TREATMENT DIAPHRAGM
I Q r GRAVEL BASE
I EXIST, BIT. CONC. DRIVE 226 L.F, 15 11% AVG. AND INFILTRATION SWWALE
Y _ TREATMENT DIAPHRAGM
SEE DETAIL
t AND INFILTRATION SWWALE
y (SEE DETAIL)
140 ____.N _..__ . ,._.______.._._. _._ ____.. .._ _... _. _..__. . _ ___ _._.._.....____._._ _.__.m.. ....,.. . Y
I
y NOT TO SCALE NOT TO SCALE
I i � r_9 T-10 T-11 T-12 T d3
3
_..._ .. ..._._.....,.. =128,0 EL.=127,1 EL.=133.0 EL.=101.2
I ? I %'l%lr tfr F'.S,L- 10YR ,2/2 5" A F.S.L. dOYR 212 8" A FILL 2'6" h f S.L d?YR 2/`2 $" A F.S.L. f(JMft 212 d d
z I I
41634" B 98.0 F.S.L. 10YR 416 38 B
126.1 F.S.L.: . . 10YR 4✓6 23" F3' 125.2 F.S.L 10YR 4f6 22 8 F,S.L. T0 ' 2 2 32" A 113.1 F.S.L.FS.L. 10YR
10
I
33 `,
9 ; i
I S.L. S.L. S.L. STRATIFIED
I ! __. _..__ _.w_..._ _ . S.L.
130 ..,_._._ ...._, .. ___.__,,.. ,_. __. .,..._ _.. _ _..___e_ __.___ ___.._.._ -__.,___..... _„_ _- _..._.__.__._._.__. ._._. __.,_..,_._ •� C ✓'° C C 2.5Y S/'4 F.M.C. C
2.5Y5 2.5Y5 4
I.- 2.5Y :514 C SAND
a I I I 2.$Y 513
PROPOSED 'GRADE I
120.E 96 "
120.0 85 d26.0 84" 1 d .00
7
r i 2" 9 t..2 d'2la I i i s
i O,W. a61 O.W.T. O O.W.T. a d?.IW,T. �
C I NONE NONE NONE NONE NONE
i 4 C i r
0.W.T a
! I ,W.T. 0 64,, E. .W.T. 0 S2" E.S.W.T. 0 E.S.W.T. 0 59" 72"
125 ._. _. _ . _...._-__._ ., r .._.._,_,._. __._. __-.__. �.._.___._ ___.___.__m , .o _.._______... . _ ._.....________._....__m.._,_.— _.... ... . . .. ... _._..
EL.= 122.6 EL.= 122.7 EL.= f 27.9 I f f,I l
n ; EL.= EL.= 95.2
TEST DATEr
i
i
t
ti
B. t?UF`RES'NE
I
- : + E4'ALUATOR.
s
6 G dNSPECTOR
(� y� y/
I R. BURLEY
e 1 t ' I
120 ; _.. _ -
I. _p I I W - T-2 -3 T-4
j... d r
9 I % Iy %
f a i {
EXISTING .BADE �
W i 10YR 2 2' 7" A F.S.L. dOYR 212 "" A F.S.L. f'0'YR 2 S" d f,S.L. 10YR 212 9" A
F.S.L.
4 y
F.S.L. 10YR 416 27" B F.S.L. 10YR 4,/`6 30 B F.S.L. 10YR 416' 33 B F.S.L. 10YR 416 2�8 B
I Mq
4 OF
115
VLADIhAIR Lch
/ 2.5Y 514Y 514
2.5Y 5 4 2.SYBL` IVIL
S.L. NI�MCCIENOK
i i S
r
a Jill ?
1{�/14/'11
I. 16" d2 " " VLADI OK, P.E. DATE
924" 2
127"
{
i
1 _._ NONE NONE E NONE THIS PLAN CONFORMS TO THE R
0.W.T. 0 0.W.T. 0 m.W.T. 0 O.. W.T. RULES AND
I H r s E.S.1W.T. 0 E.S.W.T. 0 E.S.MW.:T: 6M .S,IW.T. 4"
REGISTRY OF DEEDS
62 60 �O E REGULATIONS
l { /. + i i
1
:
I ' ' __: __.._.t_._ 1 O f/14,/11
_... I I I 7-5 — T— STEPHEN E. �TA111; R.L.S. DATE
i f l ➢ � � 9ti ..
F.S.L. 10YR 2/2 3"' 4 � L 10YR 2,�2 A % F.S.L. 10YR 2/2 8" A
ALE WOODS
i t � F.S.L.F.S.L, 10YR' 2 2 F"� A F �
s W F.S.L, 10YR 416 30" B F.S.L. 10YR 416 28" B F.S.L 10YR �416 33" 9 F.S.L. 10YR 416 29" 9 NORTH
: l
IO E , A
j '
100 w_.......A,._ . ._.._._.____- __� ______ ___.___._. .,._.. .__.._ .__. _.. ........_... ,. ..mm ___....__._____..__.___ __.. _ ____., ,..._ .w_ _ ._ .._.�;_. _._ __.__
� I r i ,I I p DEVELOPER:
S,L. S.L. S.L, S.L. 2( 91 SALE STREET REALTY TRUST
2.5Y 514 2.5Y 5/4 C 2'.5Y 5/4 C 2,5Y 5/4 C
� � I
9 —
6
I , s I GILCREAST ROAD—LONDONDERRY, NH 03053
C14La° — i -I I Ld OWNER:
I '
Cv
" ' 200 SALEM STREET REALTY TRUST
bj
� CAI i d �.i - �- I 12 " f 24" f 22" f 10"
m � i E f X 01)
GILCR'EAST ROAD—LONDONDERRY NH 03053
r0 102+63 100+37
O.IW.T. a NONE O.MW.T. 0 Nf)�dE 0.IW.T., NONE 0.IW,T. 0 NONE SCALE: AS NOTED 0 4
0 105+47 105+00 104-+ 50 104+Ott 103+50 10. -I D 102+5c 102+00 101 +50 101 +CEO 100+50 1 CEO+00
E.s.IW.T,04 66" E,s.w.T: 60" E.S.MT.T. 62" . ,MW.T. 64" DATE: DULY 13, 2011
-t -rf REV.: OCTOBER 14, 2011 O 40 80
PROfILE
TEST PATE: d3 CfU'FRESNE
EVALUATOR: MERRIMACK ENGINEERING I�M'�1=S
SCALE `` f = 0* INSPECTOR. B. DUFRESNE 66 PARK STREET
ANDOV R. MASSAaCHUS TTS 01810
PROFILE & DETAILS SHEET 5 4F 6
v,
WA I
. w
" THE FOLLOWING SUBDIVISION CONTROL LAW WAIVERS ARE REQUESTED WITH THIS PLAN
Notft Esw
m 1. THE LOCATION OF THE 1 " WATER SERVICE TO HOUSE2049 AND
f RwAved md pwarded THE SEPTIC SYSTEM SERVING THE HOUSE ARE UNKNOWN.
2. TELEPHONE, ELECTRIC AND CABLE T.V. TO BE UNDERGROUND, PER UTILITY
t "ctock - Fo= & Comeau of Pam: S&ea PunCOMPANY DESIGN.
+r`
�- 52.5 4 it�uc d
III. 3. PROVIDE SLOPE STABILIZATION FOR ANY SLOPE EXCEEDING 3: 1 .
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 REQUIRED.
er of totnotto the xubdirlsi as
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
SIZE AND ELEVATION OF ALL EXISTING UTILITIES H I L ES SHOWN OR NOT
FOR REGISTRY USE , , + SHOWN ON THESE PLANS PRIOR TO AND/OR DURING CONSTRUCTION. THE
DESIGN ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES
FOUND INTERFERING WITH THE PROPOSED CONSTRUCTION SO THAT REMEDIAL
bY ! , - ACTION MAY BE TAKEN BEFORE PROCEEDING WITH THE 'WORK..
7. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF ANY
THIS IS TO
DISCREPANCIES IN THE PLANS BEFORE PROCEEDING WITH CONSTRUCTION.
ERTIFY THAT TWENTY (20) DAYS
HAVE ELAPSED FROM DATE OF DECISION FILED c
uding
WITHOUT FILING OF AN APPEAL, 8. EROSION CONTROL MEASURES SUCH AS HAYBALES, SILT FENCES, DRAINAGE
DIVERSIONS, ETC. SHALL BE INSTALLED AND MAINTAINED ON A
6.11 CONTINUOUS BASIS IN ORDER TO PROTECT WETLANDS AND OFFSITE AREAS
DURING CONSTRUCTION.
DATE
,. Y t a 9. ALL
4 q , BACKFILL TO BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY
TOWN CLERK,
6.15.5 d Water otA ( ) now iagle-&Wy DETERMINED BY AASHTO-180 D.
be
10. THE CONTRACTOR SHALL INSTALL
UTILITY IDENTIFICATION TAPE ABOVE. ALL
UNDERGROUND UTILITIES
6.18 Two.. 11. THE CONTRACTOR SHALL FOLLOW THE TOWN STANDARD FOR INSTALLATION OF
do ELECTRIC LINES.
t be. II st spedfied
APPROVD BY THE TOWN OF
NORTH 'ANDOV'ER PLANNING BOARD
AT
P Y
FILED
�yr I O R
ju
HEARING stbmbud by*cAppliewt
<1wiraHr✓,nuw,,s�iloi '/�I,roG%ll�rePliu�r
The AWficant hereby remwm ift tot to mpust finther waive= as nmy mq or amble in connection with ib submit
of a ve plan for Boird review end approvaL .
SALEM WOODS
NORTH ANDO ER MA
DEVELOPER:
2009 SALEM STREET REALTY TRUST
66 GILCREAST ROAD-LONDONDERRY, NH 03053
THIS PLAN CONFORMS TO THE RULES AND
OWNER:
REGULATIONS THE REGISTRY OF DEEDS 2009 ALEM STREET REALTY TRUST'
66 GILCREAST ROAD-L01NDONDERRY, NH 030:53
4, �R, SCALE: AS NOTED 0 1 2
" ,pw DATE: JULY 13, 2011
NEMCHEENOKCIV
No. �"�� . REV.: OCTOBER 14, .011
a.39t Z
..- MERRIMACK ENGINEERING SERVICES
► '``' 10f14/11 10f14f11 66 PARK STREET
VL ADIMI � NOI�, P.E. Ll
STEPHENi KI, R.L.S. DATE. AIVD�av fwIASSACHU' ETT 0161
CONDITIONS OF APPROVAL,
WAIVER REQUESTS SHEET 6 OF 6