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DEED REFERENCE LRATlKv.POE s�
(RECORDED SEPTEMBER B,1 ) ! 7
'LOT
992
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ZONING DISTRICT; R2 fr �� LOT 3 1 0 16r
MIN.LOT AREA=43,560S.F. �� AREA=9ss�69.R !• J: `j i 15
MIN,LOT FRONTAGE=150 FT.
MIN.FRONT SETBACK=30 FT.
MIN,SIDE SETBACK=30 FT. ��, r e a J PARrti.1[a.n.0tas E r
MIN.REAR SETBACK=30 FT. i �rF Or by L 4 i i I j- ! .� �J 4� c '� AREA-144.6565.F. ....._...,..._..,_ti... / 7 t'"F ,
J ,� FRONTAGE CBA=r44,402.S.F. �. f TO'x5'Il OF NORTtf I
FARC1.1 Kf,11,017r ! b :,I PROPOSED I A1:DoveMz !
HOUS
f-LOT 4 AREA-50.018S.F. P HOUSED
/ - GRAGE P4GFRlawH 8l5 FT
`J SaORTER TeN4 Y]FT r j 1ru zOW 6EGT10451 GL1 �J
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__ PLAN
1 1 50' 0 50' 100' SITE PLAN FOR SPECIAL PERMIT
-' FOR PROOF
SCALF:1"=5Y LOTS I -3 SALEM STREET
IN PLAN OF
I°hE7CEt 1t1!�Ux:: NORTH ANDOVER, MASS, PROPOSED
=/
A;M.R4J Fi.crvtF / PROFESSIONAL LOTS
ENGINEER
RECORD OWNER: APPLICANT:
a 5P` LOTS LACHAPELLE LIVINGSTONE DEVELOPMENT CORP.
J•'" 031 WILTON ROAD P.O.BOK50 '
MASON,NH D3048 TEW00URY'NIA01876 DAT@:dANUARY 24,2Qi7
TEL 97B-915A047
PROFESSIONAL ENGINEERS 8 LAND SURVEYORS
CHRISTEANSERH &SERGI, INC.
... - ---- 1605UMRdER STREET,HAVER»ILL,k1AS5ACNUSETTS 01830 541 k-T 1 CF 3
PHEUP O.CHRGTIRISEN VAWf.CSI-ENGRC01.7 TEL 97R3730310 FAX.978372-3960 DVJG.NO. 15047fl03
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DOTES:
i. THE LOCATION OF ALL UNDERGROUND UTIUTIES SHOWN HEREON ARE
/RF12 APPROXIMATE&ARE BASFOGN A COMBINATION OF FIELD LOCATIONS&
SITE PLAN RF15 'RF13 sA ARFII IJF COMPILED INFORMA'R TU
ON FROMPLAN9 SUPPUEO BY VARIOUS UTY
BENCHMARK: ♦ �" ' t1, COMPANIESEGOVERNMFtJFAGENCIES_INACCORDANCE547THM.G.L
30' 0 30 6D NAIL SET IN tT ,. 4 J3 - �d' `., N.E POWER CO- CHAPTER 82 SECTION 40,INCLUDil:G AMENDMENTS,ALL CONTRACTORS
U,POLE 03246 t + 6 11114 �y SHOULD NOTIFY IN"RI TING ALL UTILITY COMPANIES B GOVERNMENT
ELLV.=1026" s t\ � AIS A AGENCIES PRIORYOANY EXCAVATONVVORK&CALL DIG-SAFF AT
Y RFIO 1A8JLOIG-SAFE
SCALE:1"=30 �� , Z4 y fl A15 LIP.'IT OF 25'NO-OISTURB ZONE Q
1 2 ACCORDING 70 THE FEMA FLOOD INSURANCE RATE MAP NUMBER
UMTrOF 59 NO-BUILD ZONE 25009CO243F,THE PROJECT SITELIFS OUTSIDE OFALLSPECfALFLOOD
4 PARCEL A , �oO ��' �A14 A HAZARDAREAS_THE 100-YEAR FLOOD ELEVATION ASSOCIATED VdsiH
lOpj - I BOSTON BROOK ISAT FLEVATON 03 FEET.THE EDGE OF PAVEMENT
AREA SF. 1 v"�A;v: PARCEL 100.E-0145 RF9 ALONG ALONG THE EAST SIDEOF SALEM STREET ESABOV£ELEVATION 98
a A13 WE t � FEET,SOTHE LIMIT OF THE B.LSF'IS EAST OF THE PAVEMENTIN SALEM
TOWN OF NORTHANCOVER 'i ��
ti 1-108--�\ \s s - {/ STREET&OUTSIDE OF THE PROPOSED 4110RKAREA
.
iv •` \s\/ tJ Al2 ! RFB 3. THE SUR)ECT PROPERTY DOES NOT LE WITHIN THE LAKE COCHICHEWICK
PROPOSED CRUSHED rr l� j �\ WATERSHED PROTECTIONDISTRJCT.
12- A STONE CONSTRIJCTON r
a ` ENTRANCE
7yq f / 4. THE CONTOUR ELEVATIONS SHOWN ARE BASED ON NAVE)I9BB DATUM. �
tl 7rTIT OF 100' y `1 \` `;�i\ A' -k A11 INV 12'RCP �/ I
\ BUFFJER-ZOtJE k :� =90.28 l --� 5. THE VrETLANDS DELINEATION WAS PERFORMEDBY NORSE
ENVIRONMEFJFAL SERVICES,INC..02 MIDDLESF_X ROAD-UtNET 4,
PARCEL 190e-0015 �' t .'y � \4 AI(I /�(ftF7 1, \ TYNGSBORO,MA01879.
NIF -1IS-"PROPOStO'FIR 1, \ `5 \ UI,9TOF 100, J ` \ 6. THE TOTAL RIVERFRONT AREA ON THE PROJECT SITE IS 31.305 S F.
M1'.ICRAEL LACHAPELLE UTIL6'GBERV `` RIVFRFROtJ7 AREA 1 ORF6 \ \
AITYP 7. THE PROPOSED DISTURBANCE WTHM THE RIVERFRONT AREA IS 4,8908 F.,
W4CH IS LESS THAN THE 5.000 S.F.MAXIMUM SPECIFIED IN 310 CMR
�\ S _ ` 1055(4);d)I FOR ALOT RECORDED BEFORE OCTOBER 6,1997.NO
LIMIT OF 200' `� I
RIVERFRCN7 AREA 1 / k 8,B EDGE 4F BORDERIf:G r DISTURBANCE 15 PROPOSED tMTHIN THE IN RIVERFRONT AREA.
! \ ` \ ' \ \�VEGEYATFOWETLAND ARFS , `
B, THE PROPOSED DISTUABANCEPAITHIN THE%Ca BUFFER ZONE IS 3,2355.F.
40'WIDE DRIVEWAY
,yyLS UTILITY EASEMENT s i:. / \ + \ 5 \\ - ! TOP OF PERENNIAL BANK 7Z� 9. THE PROJECT SITE LIES WITHIN N.H.ES.P.PRIORITY HABITAT 1339.A7 (BOSTON BROOK) ARFA
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PARCEL 106.E-0161 NWLSET IN 12' , ` \ k \ \� t\t.'I\5 I 5 1 5s I\ \
TMNMAPLE / /` /Ati # o- I I 'S£ I4EN H N 1 I A t s 1A Ik s v '
hJlF R' ELEV.=51829' i / r' W "� I i '`l~ CONT BARRR
DENISE L STABILE LIVING TRUST i / - _ /� Y j ,
PROP i!o SEPTIC PROPOS �i RF2
5 O RES )VE . - .�.µy•'' i LIMIT OF OAK `I is \ + i t`• �` ` \ ,Ai A
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ly o I rr'i / SYSTEM LEACHIN �_ +,YF�y
AREA HYP.) I - ,+� /��\ 5; 4� J \ f I EDGES OF:
s t + 5l 1 t ' ! r PAO� SED ACHE rl {ll` / Z5 1 y 4lJ J ra ` I 7Att� PAVEMENT
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NORTH Ikk \ ` I ! sa J •�` ,, ' is t1 ll ;s \\;s 5 J rlt \ 3y.J..,\ \,J r1� \`~\ CONTROL BARRIER _--II_-- --... ORIGINAL GROUND SURFACE ".....-. I
i ANDOVER \\`5 l f !� II u
PROPO1p�Etl 1 // ` J34 ti,M,'. 1k 1 1 1l r ;/, l _`��� `,\ \ \ •J I P' V
SEDIMENTATION ,+ y / t2s ``'>' \ l 5 / V+ �/ \ k r6
corTRGLIufZRIER PAVEMENT(N TEMPORARY SOIL STOCKPILE
EDGES OF
9�, !i COMMON
~PROPOSED r�'S2OpFNOp4fHD 1 \' !! T. 2 DRIVEWAY NOT TO SCALF
SHotfLbFR
i7Y• 'p\ L J '`/` ':\ `' 1 t (IYP.) `\ `K r7Bp F �°s. 1 bI �\ NOTES:
ITV / V 1.SILT FElJGE TO EXTEND AROUND ENTIRE PERIMETER OF STOCKPILE IF ON LEVEL GROUND
I ��O OR TO EXTEND AROOND L OWVGRADISNT PORTION IF STOCKPILE IS ON SLOPE
ROP I t t / W 1 I Qi
P OSEp t / _ ! I (V=/�� 2.iFTHESTOCKPILE IS TORFtAA1N FGR MORE'€HAN 14 DAYS IT SHALL BE3TABIUZED V�ITH
` S'OEOROOtU M - t / 4 I 4. �1 AN EROSION CONTROL BLANKET OR SEEOEO(IF LOAM).
TOP FNO,Yja1�E �`` :•,; 'S � 15 1` \` \\` is LOT 3 � '! `s 'k I O\ � 3.INSPEC7010OF SILT FENCES SHALL BE AT LEAST ONCE PER WEEK AND AFTER RAIN
134.0 l , ; I t CJ EVENTS IN EXCESS CF J2'.REPAIR OR REPLACEMEM OF SILT FENCE SHALL BE MADE
S�0• ♦ .�\ . st AfiEA=80.6005.F. I I PROMPTLY AS NEEDFUL
16 PROP EO ��`'- 't '''�`` J` 0 4.S'HENEW'IRAPPED BY SILT FENCES SHALT.BE REMOVED AND PROPERLY DISPOSED OF
PARCEL iW B 0180 \ _ / / INF;L7);A7�! `� / I 4 WriEN SEDIMENT DEPTH RFACHF817.
I J 1- — +�` ST `� ♦. T,i \\ BENCHMARK J �.6 N j., 5,SIi.TFEhCESSAALLBEMAIPJTALJEDUNTILS70CKPILEISELIMIfJATEi)
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AREA 11873i
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EtlGES OF ! 40-����T _ / 1 v \ `t �t `\ l.A `! FOR
`-PRipPpsp \ 1 LOTS I -3 SALEM STREET PROPOSED
80RDERING °� i �' 1� i 0115E 1s -----
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140.9 )'dl . ; t\``. - -t36'' Z PRIVATE R.O_W
PARCEL 106.E00179 \'I PROPOSED) t r! \�` //ts ` tt51s1\\\`` NORTH ANDOVER, MASS. SITE PLAN
•� 5y f 1 WELL j J S `�\ \`�`-�5 J PROFESSIONAL
NfF l I�ITYP.) ! `\ t \ ENGINEER
MCHAEL G.NkWMAN Is 1 1 S v `�•) `a ~11p RECOROOV.NER' APPLICANT:
LO31WLIONROLLE LIViNGSTONEDENOXSo EAITCORH.
•\ \ yt 1 I \ f I t `f ! 93!VIN.NH ROAD PB BOX 50
7 M1WSON,NH 03040 TE55EL 97 Y,MA 07670 pg7E OCTOBER 3,20i6
LOT 2 t � TEL 9rea15-0Sa7
PROPOSED t`� 1 REV:1228118,I24l17
\ 5 s 1 J J Y7ELL AREA=t34,570 SF.
15 J (TYP-) BENCHMARK ----Yq� PARCEL iOBA-0033 PROFESSIONAL ENGINEERS&L.ANDSURVEYORS
1t s 1 IN HH' CHRISTIANSEN & SERGI, INC.
v ELEV.IT ILE
�46.95' ISAAC P.BLANCHARD I603UM.MER STREET,HAVERHILL,MASSACHUSETTS
- 01830 SHEET 2 OF 3
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SCALE:HOR T'=20'
VER V=5'
13a 139
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110 110
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100d, AVERAGE SLOPE-9% 100 �
95 95
0+00 0+50 100 1-50 2-00 2+50
DRIVEWAY PROFILE LOT 3 02017 CHRIST ANSEN8SERCI,INC.
SCALE:HOR1"=zo SITE PLAN FOR SPECIAL PERMIT
VER 1"=5'
FOR
LOTS 1 -3 SALEM STREET
IN DRIVEWAY
NORTH ANDOVER, MASS, PROFILES
PROFESSIONAL
ENGINEER
RECORDOVRNER: APPUCAUT:
LOIS LACHAPELLE L)WNGSTONE DEVELOPMENT CORP.
931 WLTON ROAD P,O,e01Cs0
MASOf4.NH 03048 TEWKSBURY.MAGI 870 TELL 97&8154847 OgTE JANUARY 24,2017
PROFESSIONAL ENGINEERS&LAND SURVEYORS
CHRISTIANSE.N & SERGI, INC,
OO
'AW'y. SI_E STREET,HAVERHILL,IdASSACHUSETTS 01630 SHEET 1 OF 1
PHIUP G.CHRISTIANSEN 444VN.CSI NGR COM TEL 97&373-0310 FAX 978-372-0960
DWK3 NO.15047006
150 ISO
145
145
140 Q m I
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115 115
110
3,0036 5000VC0'h -
105 220AOSD 105
100 IOG
95
85
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ROADWAY PROFILE PROOF SUBDIVISION
SCALE:HOR 1"=29
VER V 6
V 20V CHRISTIANSEN&SERGI,INC.
SITE PLAN FOR SPECIAL PERMIT
FOR
LOTS I - 3 SALEM STREET PROOF PLAN
NORTH ANDIOVER, MASS, ROADWAY
PROFILE
PROFESSIONAL
ENGINEER
RECORD OWNER: APPLICANT:
LOIS LACHAPELLE LIVINGSTONE DEVELOPMENT CORP.
931 WLTON ROAD P.O.BOX 50
MASON.NH 03048 TEWKSBURY,MA 01876 DATE JANUARY 24,20£7
TEL'918-81548AI
PROFESSIONAL ENGINEERS&LAND SURVEYORS
CHRISTIANSERH &SERGI, INC.
1605ULS,VER STREET,IiAVERHILI,h1ASSACHUSETTS 03839 SHEET 3 OF 3
PKUP G.CHRISDANSEN 44WJJ.C51-ENGRC01h TEL 078-373-0310 FAX 978-3723960 M NO 15047003
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H.O.lY.'A' /
T PARCEL 109.E-0101
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/: 7 43.61' I, ♦\ sn A°�i° {tRf�3TTsw cww� 1Y 1y I RIVERF NTAR
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;A \ Jruz +:nYl secrio'(8.S4d} BUILDING
LOCUS MAP %/ fj � g/ ♦♦,♦ ♦\,\ PROPOSED yiy SETBAGkI � ( /
SCALE:1"=40D' ° >'/ 5�0 ♦♦\ ,♦\ HOUSE /0tZ 1�
/ j �/ OQ J6� \♦ ,� ; yl PROPOSED it ukIn FFER ZI1001
ASSESSORS REFERENCE / % , Q��p ,♦ LOT 2 y y rrousE 1
ASAP 106.B PARCEL 16 PARCEL IO$_B-0178 hREA=47,781 S.F.
WE it i rrr `yp FT
DEED REFERENCE FRANKV.RGE
A LIMB OF 200_�
'
N.E. C.BOOK 3639.PAGE 0 4i r—� RIVER 4REA 9/!-, /
(RECORDED SEPTEMBER 9.1992) �,>< ,(T1\♦ 1 NrF
AREA=4J 5U5F�y_ / 562' ! \\\ N,E.PO- -_,? '
ZONING DISTRICT: R2 i LOT 3 ; 4 167' & v 4
AREA=91,B365,F1
MIN,LOT AREA=43,560 S.F.
MIN.LOT FRONTAGE=150 FT, /
BUILDING
MI N.FRONT SETBACK=30 FT. °j /
SETBACK , R 284'
MIN.SIDE SETBACK 30 FT. ,b, / o a LQ' PARCEL 106&6145
MIN.RI=ARSETBACK=3DFT. j �, / F'7� '+1 AaCA44,8-SBS.F. �4M1 / I II
\ /r FRONTAGE ` GBA=r14,4025.F. _ j TOWN OF NORTH 7 I I
PARCEL 109-&0117 / La rr rr \\ LOT LI r1 j PRpPOSEp 7 j� ANOOVER + 1
_ff+ f} l 1 1 /
`AR_FA
VIBHASL�.CESAI / 300'OFFSET r �CIIL0ING
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1 SET ACK (ri4 zo tia sECT�09 efMl _ _�! ♦ \ rr /
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STEVEN C.CASEY i \ r�i JEF REYE.
MAKOWSKI
8\ ! PARCEL tO6,A-0033
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iii FOR PROOF
SCALE:1"=5V LOTS 1 -3 SALEM STREET PAN OF
IN
PARCEL 108LA-0025 NORTH ANDOVER, MASS. PROPOSED
NFF
ANCRESY K.GRAFE � / PROFESSEONAL LOTS
8 ENGINEER
RECORD OWNER: hPPHCANT:
LOIS LACHAPELLE LIVINGSTONE DEVELOPIAENT CORP.
931 Y41LTON ROAD P.O,BOX 60
MASON,NH 03049 7ElYKS"URY.MA 01876
TEL:9'1"19-4847 DATE:JANUARY 24,2017
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PROFESSIONAL ENGINEERS&LAND SURVEYORS
CS1
CHRISTIANSEN &5ERG1, INC.
1695Uf,1MER STREET,HAVERHELL,AIASSAGHUSETTS 01830 SHEET i OF 3
PHILIP G,CHRISTIANSEN YAYY7.CSLENGR.Col.1 TEL918-373-0310 FAX.978-372-3960 pNlG.MO, IV97003
ARrIO
SITE PLAN i y \ ,. ;x AA16 WALL Or 25'NO-DISTURB ZONE \
& LIMIT OF 50'NaI3UIL07ONE ` --
39 0 30' 60, � PARCEL A o° ��:;...... °A14 A ♦ � -
AREA=111&F, / w^ PARCEL IW.B-0145 RF9\
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SCALE:1"=30' 8 r 1A13
TOWS P OF NORTH ANDOVER
\ �A72 /rIF2F8 !
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ENTRANCE
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PR OSED SEPTIC \tG' \ h\ \ \ \1� Z!
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