HomeMy WebLinkAbout2016 Site Plan for Special Permit Lots 1-3 r
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��A L f �z� �!!, ♦ �� p � f �,� ! � PARCEL 106&0181 I
4I TOWN OF NORTH /
+ l - 1 r NF
^.r• PARCEL fOB.BS380 ANOOVER / DENISEL.STABILE
Y'�' !� M ` 41 \\is r+F / ¢ROP E6 cnnNarRusT
EDWARD L WOLFE / HODS
IL
��_ • ,� f Yr EDGES OF BORDERIMO VEGETATED
'I y WET3ANDASSHOWHONR CORD w( '
SITE '-,>�}, ` PLANSFOit'CAfAYBELLFOREST• /
((GEPFFILEI92 z$ieF] / PARCEL 10&5-0016
/ _
11 ?{�] / � ...♦ - Sa ;3` / / r�' LIMIT OF 100' LACHAPLELE
HLIFFFR ZONE
3t PARCEL 106,B4179
PROPOSED / E
i
MICHAEL a ! / w� HOUSE LOT'I �$
21.50' / AREA a 136.731 SF.
1as1' C,BA=136,731 S.F.(-I0W%) °+' / PARCEL A
AREA
PROPOSED =199 sf.
E
MAP 00,
Hausa
' - MIT
SCALE:1"=4470' / *� w$ PROPOSED HO SE RIVERFROONT AAR� /
Q r /
ASSESSORS REFERENCE /' ! I k w �' / — i
MAP 106.E PARCEL,16 PARCEL 10S-S-0178 / '.y !, g / I
LIMIT OF 100' )• ,�' /
DEED REFERENCE FRAM .ROE / / 4y5+7 ,; } BVFFERzoNE f
FRANK i.--- j
MEAD.BOOK 3539.PAGE 353
(RECORDED SEPTEMBER 9,1092]
ZONING DISTRICT:R2 � ` �2,3, �,
MIN.LOT AREA=43,M S.F. w 40•WIDE
MIN.LOT FRONTAGE=ISO FT. 3cm DRIVEWAY 8
PROPOSED ^fie S 5
�HOUSE L1 LITY
' 'y /,r
MIN.FRONT SETBACK t 30 FF. �G� EASEMENT
MIN.SIDE SETBACK=30 FT. 1 ` } jG / PARCELN0�9.L3-0145 J ,r
MIN.REAR SETBACK=30 FT.
&0 PARCEL 108- 977 PROPOSED ` ! / TOWN OF NORTH
NOTES: \ LOT 2 HOUSE ANnnVER
1. LOTS 1 AND 2 HAVE DRIVEWAY ACCESS NF AREA=134.570 S.P.
30U OFFSET
VIBHASH M.DESAI - -
THROUGH AN EASEMENT ON LOT 3, A FROM vs"
L C.RA.-131,9225F(>100%)
SPECIAL PERMIT 1S REQUIRED UNDER w>" L
SECTION 7.2.1 OF THE ZONING BYLAWS. \ LO'�'3
2. LOTS 1 AND 2 ARE FRONTAGE EXCEPTION \ .. AREA=60,000 SF. I EDGE IN ,
T1oRd1FR1NG , TOP OF PERENNIAL BANK
LOTSHAVINGAMSN€MUM FRONTAGE OF60' a B,Aafi0000sF.i>foa5s] / i YWEEILAATNaD (BosroNSRoox]
AND A MINIMUM AREA OF 3 ACRES.A �& 306.26• , f
SPECIAL PERMIT IS REQUIRED UNDER 7 '
SECTION 7.2.2 OF THE ZONING BYLAWS. PRIVATE LIMIT OF IOU !
100 00. LIMIT OF 100 R.O.W. RIVERFRONTAREA
'� \J BNFFERZONE i
OLYMPIC LANE
{UMDE7ELOPED] I
6 66 \ I
PARCEL 100,A-0026 9.71' I,
14.45 PARCEL 108AL002 i
N
57EYE 0.N C.CA5EY
� lEFFAEY F. !
yt Mw DwsK=
1
PARCEL iDBA41033 i
1
! $ N7F
] SAAC P. i
OLANCHARU
PARCEL IOS.A-0032 1
S (/
/ I ! PRAFULL KORE
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02016 cHAI5TW13EN d SERCI.INC.
r r PLAN I
,�,J 1. 6 w 100, SITE PLAN FOR SPECIAL PERMIT
FOR
scaLe:s =sa LOTS 9 .3 SALEM STREET PLAN OF
IsowTEowEn/wDl IN
PARCEL 103A47025 VERNALPOOLAS / NORTH ANDOVER, MASS. PROPOSED
SIIDWN ON RECORD
NfF suumviSION PLAN PROFESSIONAL
A14DREW K.GRAFF FOR'SALEM WOCDS
Iqp. g {N.EAD.PLAN 9165935 ENGINEER/ RECORD OWNER; APPLSCA74T:
(DEP FILE#242.1535) 1 tH of
k4 L015 LACHAPELLE LIVINGSTONE DEVELOPMENT CORP.
ISOLATED WEILANDl / ti _,r DO/ p+89nvU0., g31 MASON,MA 03048 TEV'7K5 URY,MA 01878
'001 PATE;OC7i16ER 3,2016
VERNAL POOL AS �! �+�'L TEL 870 8 55-466 7
SHOWN ON RECORD / I - "m REV:
SupDIV}SrDN PLAN li I'll � WT
FOR'SALEM WOODS' ( / ", , a ' PROFESSIONAL ENGINEERS d LAND SURVEYORS '..
(I EPFILE PLAN k15351 - �' ., CHRISTIANSEN &SERGI, INC.
{OEP FILE H242-15351 /$ 160 SUMMER STREET,HAVERHILL.MASSACFtt15Ei"T3 01830 SHEET I OF 3 ,
IL IA O,CHRISTiANSEN WrYW.CS3-ENGR.COM TEL 078.373-WIU FAX.974-372-3960 -
DWG.NO.16047003
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` 1 NOTES:
+. THELOCATION OFALL UNDERGROUND UTILITIES SHOWN HEREON ARE
RFQ APPROXIMATE 8 ARE BASED ON A COMBINATION OF FIELD LOCATIONS S
SITE PLAN AI7d A- &RFi1 COMPILED INFORMATION FROM PLANS SUPPLIED BY VARIOUS NRLRY
DENCHMAWL• J ) +7�RFIS RFIS i' N/F
i�+ - J `\. _ _ 13 ` N.E.POWE3I CO. COMPANIE98GOVERNMENT AGENCIES.INACLORDANCEWITIIM.O.I-
3O' 0 30' SO' U�.POLE#3746 \1- '1 ZY I 0 RF14 \♦ SHOULD NOTIFY BI WRITING ALL UTILITY CCHAPTER 82 sEqTioN 0,INCLUDING OMPANIES a GOVERNMDMENTS,ALL ENT
RS
+ I ELEV.,10261' \ AIO - \ AGENCIES PRIOR TO ANY FXCAVAT}ON WORM d CALL DIG SAFE AT
SCALE:1"=30' 1 t \ 1 gRF}4 1�86-DtG-SAFE
1 t f A.AiS \
t 2, ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP NUMBER
9 t \ 26009CO243F.TH PHGJECT SITE LIES OUTSIDE OF ALL SPECIAL FLOOD
PARCELA t \p AIA \ HAWiD ARIAS.THE 100.YEAR FLOOD ELEVATION ASSOCIATED WITH
` \ :. -, - PARCEL 106.B-0145 BOSTON BROOK IS AT ELEVATION 93 PEET.THE EDGE OF PAVEMENT
AREA=0)9 5,F. A \ RS9
\ \ \ AI3 N/F ALONG ALONG THE OF THE 3 OFSALEA!STREET E ABOVE E ELEVATION 68
A TOWN OF NORTH ANOOVER I FEET,T&THE LR.nE OFTHEPROPOEDWO LSV.IS EAST OFTHEPAVEMEN7FN SALEl.1
STREEEa OVTS€DE 4F THE PROPOSED WORN AREA-
j. }
/ ftF8 3. THE SUSIECTPAOPERTY DOES NOT LIE WIIFLIN THE LAKE C&CNICHEWICR II
I{2- \a 1_\V�\\ \\; ` !! WATERSHED PROTECTION tl15TRH:7.
All 4. THE CONTOUR ELEVATIONS SHOWN ARE BASEDON RAVO}988 DATUM.
A INV t2'9CP !
PARCEL L08,64016 ;.� �,j { aB0.26 / —TOP ORMED BY NORSE
OSTCH F P N�AL�BANK S.
THE WETLANDS ENVIRONMENTAL SLERVICESI C 92NEATION WAS 0OLESEX ROAD-UNIT 4, 1
/ BUFFER ZONE `� \\ \ \ y �-� A Ai0 4 RF7 TYNOSOORO,MAOIB70 i
N� 4 LWITOF}D0' `\ S. THE TOTAL RIVERFRONT AREA ON THEPROJECTSR"E IS 31,305 S.F. I
MICHAEL LACHAPELLE 4 // `\\ \\�\ \\ \ \\1 1 RIVEAFRON7AREp \ ppg
7. THE PROPOSED DISTURBANCE WrTHIN THE RIVE RFRONTAREA 134.8905.F.,
�A9 \ WHICH IS LESS TRAN THE 6,000 S.F.MAXIMUM SPECIFIED IN 310 CMR
uMFT0F20V t ( \\ \ \ I�TIN�G� \ ". \ 10-68AHO)I FOR A LOT RECORDED BEFORE OCTOBER 6,199E.NO
I \ \ \ , TIME OF BORDERING \ DISTURBANCE IS PROPOSED WFIIIIH THE IOO RIVERSRONT AREA
RNERFROMT AREA �! \ \,a\F71 ,98-\\06\\\ \\ tt �1... \VEGETATED WETLAND
i\\Bi LR B. THEPROPOSED DISTURBANCEWIT70N THE 1DYBUFFERZONE 153,2769.F.
SEPspPO OII.fF7is.
iA \ \'� \ \p49aT\ \ lS I \ \ RF4 0. THE PAOJECTSRE LIES WITHIN N.H.E-S.P.PRIORITY HABITAT 5939.
�COWR04 BAftR \ `\ \i\1` \� \\\ h QAT
PROPOSED CRUSHED
PROPOSED (.IT
MIT OF RH S70NEENTNANTCECTION
\ VlO (YP.} / { I \ \ i I f� PPgqssTn -�:-- A8 .
40'WIDE DR A-
ULLFTY EA.+`TEI,IENr\ \ \ \ 2' i A.�BENCH I O
r A3
PARCEL 108B4181 I NAIL SET N+IN 2• l i'/ UNOF-ILO OUND \ \ 1 'r
uF s TWIN
MAP
tS29• / /\ urvys CE9I, 1 Ivy + \ \
DENISE L STABILE LIVING TRUST
// / ��\ ��$ -- Al
/ PROPOSKb SEpuo \�.' \ \ 1 , \:.:' 1 ` \ \ RF2
/ SYVEM RESERVE/ \\l I \ 14— Al
_ \
AREA(TYP.) i J \ ! !� :.1,j /I -F. O \`[NEAT now I\ `
1 b R51
LIMIT OF IW
ly BUFFER ZONE
ul{ROFWORHpyIOPDSED\\
PROPOSED SEPTIC! !� \ - n `t
+ 1 Ate i SYSTEMLEACNING! ai f
AREA L7YP.y EDGES of
PAVEMENT
1� I t G � � ♦ I' Ill ,� ��._ I �! \� �' _
\ L L ter, AREA DISTURBANCE=2�e\ I - PILOIjQSEO !{ 7 YI \ \ 55 / `\ ! w+ { 4,990 SF. /\\ }l LMIT OF IW
R11vEAFRON7AItEA
� \ \ \. / / / �\ r + l Y r � l\ •�� 7 I; >�I PR ���,,,OOO \ 4r\ \ I
RO.W.•A' ! `\ \B`�\\`� ` + / / / /\ �7 SON OL t>,A1\+w\,7�9� \\\ 1!
EOWNOF �"' 4 \\ �\ / �,� 1 1 1 1 I 541 { \� M1 7 \\\ \ rid
/��� j � `ze_— `max
SEDIMENTATION 4 / \ �a72 'l� I \ I I / rae`
1 \ `\ ! FaGF�s OF
MENTI
I MNIROL IER$ / / �\ \ -5 1 4 >'-, �/ { Sp pRD ` 3L PAVEMENT IN
( /
` '/ lpPORpOpR4g0 IIY. / COMMON i
oRlvEwnY
PROPOSED
7EOROOAF HOUSE I L. �t'A-A 5 \ \ \ \ 1 {
GAP pf420 I' L 1 �` `\ LOTS \I 4 I
Fm
AREA=60,000 SF. + y
! PARCEL}66.8-0*0
NAIL
WLF L SET IN I
TOWARD WOLF[
p r \ \ \
PARCEL 108A4002
\ v \ —73E \ SIG
,\ I f / `v \� ` 2 ` \\\ \\\♦1 ��/ //� L JEFFREYF.MAKOW
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-\ I 02016 CHRISTIANSENd SERGI,INC,
\
SITE PLAN FOR SPECIAL PERMIT
31^TEDGES OF `ld.f tI I\ _ ! 1 ♦�\'..: _ \ \ \ i FOR
/00 VEGETATED
1 f t I Sh r r^ - - 1 PRbPPAH
11f vEOETATFD I y b7 r '' yflHDDMHGus6 �- : -\� `\ \ \v�-- 1 LOTS 1 -3 SALEM STREET PROPOSED
WETLAND } I \ i { -DT,C,=14N,olap
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SLR.-1404 `�\ \ \ ry8� I PRIVATE R.O.W. IN
PARCEL 506. NORTH ANDOVER, MASS, SITE PLAN
B-017B 4 I I J I ! \` \ `\ `�` SS
I ff + ♦ \`\ PROFE144EER L
PBF ENGINEER
JJJJ RECORD OWNER: APPLICANT:
\ 1 MICHAELO.NEWMAN \ 5 5 4 \ �- / )q i 140- iHOF
LOTS LACHAPELLE LIVINGSTONE DEVELOPMENT CORP. I
y„UPka 031 WILTON ROAD P.O.BOX 60 I
! + { cMugrW6. MASON,HH 03048 TEWUSBURY,MA0187e
LOT 2 I 1 g O�i TEL:970-615-4847 DATE:OCTOBER 3.20H)
4 / { PROPOSED REV:
7{ \ 1a 2mss
WELL AREA=I34,57D BY. ti 4 .y, yrp,I j
(TYP') BENCHMARK' 7q PARCELIUSA403 f4ar F7 PROFESSIONAL ENGINEERS R LAND SURVEYORS E;
NAIL SET IN °, ( CHRISTIANSEN&SERGI, INC.
I 52'MAPLE
ISAAC P.ULANCHARD IWW.SUMMER_ENOT ET.IlAVERHRL,MASSACHUSETT501B30 SHE"2OF3 I
ELEVILIPQ.CNNISTWNSTN YAMW7,CSI-TNOR.COM TEL 9 7 8-3 7 343 10 FAT(.978371.7960 DVlO.NO.15047403
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- _ Area (racy�
OW
�. 10 .... .. ...._ fORNIEMEN DRIVEWAY Y-.....`__— _._ FOR l'8 OR IfVETYAY \ -, — —_ —_ —__ .__ St38 311re�> S SOxx Fp1Ir010.ASIhSoxx1 SBCikun
iBB - «. ._.. .. - —
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P 1 __ ... _ . ... - �zxaLopE--.� I -— - 106 SEDIMENTATION CONTROL DETAIL
2ffi SLOPE-
— 104
10K 14 G VEL WIDTM T 1 A GRAVEL WIDTH I
f
� INFR7R `N�C 1102 102
ATION f >• sho,rirA heen 6 IArrsa'eEan(R3r Mma�y+umogwwtes
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4.Comybi rcalefal loLe dspersedmrU,ae Cn'enkned Ey lrte Emvmmaia3 Afaota.
1C0 £00
h n A Ti -
SLOG O,fO_ 0,20 0,30 0,40 0A50 0460 0,70 0,80 0490 5400 I
CROSS SECTION A-A 26'MIN_ T
HORIZONTAL SCALE:V a s T I
VERTICAL SCALE:£`=5' I(F
I
1 BIT,CONC.TOP COURSE
EXISTING - �10' EXISTING -
S'BETWEEN EDGE$OF PAVEMENT IN DRNEWAYS GROUND .;1S MIN', - IN. ] PAVEMENT I
4'OF DENSE GRADED 2'BIT.CONC.SINGER COURSE
CMUSHLD STONE zT I
4'LOAM 3 SEED 6' 1 r 2'TO 3`CRUSHED f
LOPE
i 2%. $....--_.LOPE SHED
10
UEpTt30F 8'
'L ri 1
8 MIN GRAVEL BASE, s t r �' 2'TOS• 1r1.
WASHFOSTDNE
CRUSHED STONE CONSTRUCTION ENTRANCE
EXiSTN1 SUeGPAOE MATERw� 6•T1II"i�[-),�y i'I. t}'�t TjJ,�-,1.�1?-'1_ I_ I NOT TO SCALE '
(ALL EXISTING TOPSOIL,SUBSOIL,A UNSUITABLE I !� }{,�! f 1_YJ}i�1 F'Y.S�.✓. _ , l
MATERIAL5ARE 306E REMOVED) W4 nT1-92' 1{ �' CRUSHED STONE ENTRANCES SHALL BE INSTALLED AND MAINTAINED AT THE ;
7 �.4.•z WASHET?CRUSHEO (� r ti^-I NONWOVEN PROJECT ENTRANCE TO PREVENT THE TRACKING OR FLOWING OF SEDIMENT I
❑RIVEWAY PAVEMENT DETAIL { 4+ ' STONE ( ,iEOTEXNLE ONTOSALFMSTREET.THE CRUSHED STONE EN FRANCE SHALL BE INSTALLED
INOT TO SCALE) f./� t ij 1-s.fi_:! `t-ry' rsa" FABRIC AT THE BEGINNING OF CONSTRUCTION AND SMALL BE MAINTAINED UNTILTHE
fil "'I "I DENSE GRADED CRUSHED STONE DRIVEWAYBASEIS INSTALLED.
i
NOTE TRENCH DAMS CONSISTING OF I i
^ PAVED
IMPERVIOUS SOILS I2"E*CK FOR ADEPTH INFILTRATION TRENCH
OF 24•fHOM THE BOTTOM OF THE TRENCH -
SHALLBE INSTALLED
AT2LrINTERVALS NOTT08CALE '
ALONG THE INFILTRATION TRENCH PAVEMENT AS REQUIRED - , - —4'LOAM 8 SEED }
13RAVEL ROAD SAS E
COWABLEORANULARMATERU.t - H 3
THOROUGHLY COMPACTED W
12,L3FTS TO 95%OF AASHTO 0
7.09 MAXIMUM bENSITY �
b+"I MAR.-I _t
- ATTOP OP PIPE
i
FOR plpE MA7EWALS OTHER I
SANG CUSHION:NANO i tk4}IaEN THAN PVC,SUITABLE BACKFILL {
PLACED ANO COMPACTED f-•«" " MATERIALMAY BE USED FROM
MIM AMSTER OF PIPF TO£2- f
!' ABOVE TOP OF PIPE
SLOPE INSTALLATION I
(RECOVWNDFD FOR SLOPES CREhTER MM 11) COMPACTED SCREENED
ONAVEI-(95'.60E AASH70
T--99 MA10MUM DENSITY) / -s.'q•hll =•',ir•N- '
4 SHEETING AS REQUIRED---✓ I
1'RESAR FOR BAG FOAM
REMOVAL FROM INLET 1;•.
(KEBAB Bar wttuoED) - TYPICAL TRENCH I
NOT TO SCALE
OPDONAL OVEMFLO'O i
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r'Y
SOIL FENCE SILTSACK
1 r STOCKPILE y �P') �' - ®2016 CHR1$TIANSEN 6 SERGI,INC. I
s/ {TYP.) f
2 I DUMP LOOPS
(REEWA Wr ImeLum) I
v r Wh— -- _ --- v=, SITE PLAN FOR SPECIAL PERMIT
€GINAL GROUND SURFACE II FOR f
LOTS 1 _3 SALEM STREET
IN CONSTRUCTION
TEMPORARY SOIL STOCKPILE
NOtC,FLIER TO GENERAL STAPLE PATTERN GD'DE FOR CoNRECT 3 4'
NORTH ANDOVER, MASS, DETAILS
STAPLE PATTERN RECOUMEhDAPGNS FOR SLOPE INSTAFIA710115. NOT TO SCAC.E a r � : ��•1 I
NOTES: ` PROFESSIONAL
y. 4.. A'A ENGfiNEfR +
I.pwmF S0><nwom INSTMLNG BLAB s,INCLUDIhtO APpucAmN DE LINE,7ERI102ER. £.SILT FENCE TO EMNDAADUND ENTIRE PERIMETER OF STOCKPILE IF ONLEVELOROUND �. RECORD OWNER: APPLICANT:
AND SEED.NOIE:wul us'NO cFEt-O-SEED 0O NOT SEED PREPARE➢AREA CELL-D-SLR OR TO EXTEND ARCUNO DOWNORADIEJIT PORTION IF STOCKPILE IS ON SLOPE. I( Rrs k,
MU"BE INJI 3 ED N1TH PAPER sCE DOmI. 2,IF THE STOCKPILE IS TO REMAIN FOR MORE D AN 14 DAYS IT SHALLBE STABILRE0 WITH \ .I y w' LOIS LACHAPELLE LIV(NGSTONE DEVELOPMENT CORP.
2.BEL':N AT m[YOP OF THE SLOP[Bf N+CNORHa ERE BFAhRLT IN d•DEEP%6'WOE TFEYtCli. AN EROSION CONTROL BLANKET OR SEEDED(IF LOAM). v 931 WK.TON ROAD P.O.SEX
60
SA[RiILL M41 COUPACT ME TRENCH AFTER SIAP040. 3.INSPECTION OF SILT FENCESSHALLBE ATLEASY ONCE PER WEEKAND AFTER RAW ��� CKa Irw sal, MASON,NH 03048 7EW1(SBURY,MA 0107a
EVENTS IN EXCESS OF 112'.REPAIR OR REPLACEMENTOF SILT FENCE BHALLBE MADE PQ`hL TEL BI&1116-0867 DATE:DCTO$ER 9,201$
].ROLE ENE DARKER(r.)DOWN OR(0)ROR12ONTAOY AEROSS ME SLOPE ,.SiLTSACK OR EOUIVALENF PRODUCT 70 BE USED. REV.
,. PROMPTLY A$NEEDED. 22rQ
4.THE EDGES OF PARAllEL BLANKETS MUST BE STAPLED NrIH APPROXkVATELY 2'rnLRLw. 4.SEDIMENT TRAPPED BY SILT FENCES SHALL BE REMOVED AND PROPERLY DISPOSED OF
6.h'NFJ{BU1,KE1S fJU57 DE SPlJCCO 00'WN PIE SLOPk.PLACE 9LJWhETS END DYER[hG(S1iiNGLE WHEN SEDIMENT DEPTH REACHES127, CATCH BASIN INLET PROTECTION DETAIL PROF£SSIONALENGINEER58LgNpSURVEYDRS
S1nES A7,1,APPRO%WALr1+'i'R.tMUP.STREET TIUIDv,T!OvfRUPPED ARG,.wPRBYiMAtELV S.
SILTEENCESSHAILOEeiAfNYA4N€OUNTILSTO(7WILElSELIMINATfO. �� CHR1571ANSEN&SERGI INC.
P NOT TO SCALE t .{�L��� ,
tx'A ARL 1605VLIMER STREET,HAVERHILL,MASSACHUSE7TS 0!&TO SHEET 3 OF 3
FILIPO.CHRISTIANSEN WWW,GSl ENGR.COM TEL_478.373-0310 FAX.078GT23960
v DWG.N0.16tr47609 I
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