HomeMy WebLinkAboutMODIFICATION Plans {1
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LOCUS MAP
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WELL — --�-•lee-�--� EXISTINGW4' \ .,.y SCALE;t"�4t30'
CRUSHEOSTONE y
EXISTING
PORCH LOCUS
r / y Ai'YROVEDUMITOF LOCUS MAP
i WORK NOT TO SCALE
1
I
�.,.:.,,...., .•,•..;,• i ', EXISTING SEPTIC TANK ASSESSORS REFERENCE: '
MAP 106,8,PARCEL 247
I I
7 NOTE:
r \ ExISTWG // t. TH CTOBILIS 20�WAS PERFORMED
I DWELLING /
r , LIMN OF GRAVEL RASE
FOR PAVER WALKWAY
1 r ,
SUB13WE PROPANE TANK RISER
EXISTING MULCHED RANICNa • t �� ' \ 1 \t �i` /,i r '..
♦ 4 11 1` I �i ��� 7 I'� EXISTING
LEACH FIELD
EXISTMOUMITOFWORK
LOT 2
EX4STIW OAS SERVICEATUUIMING t 1 `� �'� < /�
♦I \ 1 ��Iti � � EXISTING
RETAININGWALL
1 r
UMITOFORAVELRASE , `. 1t\ 111 ` _ _ // �` r EXISTING DRAINAGE AREA
FOR DRIVEWAY
EXISTINGTREELINE
1 �� X \\ 1
EXISTING INFILTRATIONSTORE f1 '��t �` \\ 6`� \�1 �,\
METING SILT FENCE
y � �
APPROVED `
. •'.1 �� r --- INTERIM AS-BUILT PLAN
SEDIMENTATION / ' —ti �� ``I� —^— ,�i�u FOR
RRIFR -:A
,i :.II t\�_I-0 ,M1 ,moo'{ °, 1995 SALEM STREET(LOT 1)
EXISTING INFILTRATION �? y _.Ic -�� _ NORTH ANDOVER, MASS,
CHAMBERS PREPARED POP:
't 1
_ un LIVINGSTONE DEVELOPMENT CORP
RATE:OCTOBER 29,2°t9
AS-BUILT PLAN PROFESSIONAL ENGINEERS&LINO SURVEYORS
SALEM STREET 20 ° 2D ,°FT CHRISTIANSEN&SERGI
SCALE:I'-xa A DIVISION OF THR MORIN•CAMERON GROUP,lNC.
cs 160 SUMMER ST.HAVERHI1L,Mk,01830 WyyW,CSf-ENGR.COM
TEL.976.37:Y-03 r0 FAX.976-3723960 COPYRIGNT20 r9
NOTE:THIS
PLAN IS NOYA WARRANTYY OF 7HE SYSTEM.It I$ DWO.NO,1f47kltab
A RECORD OF THE LOCATIONS OF THE EXISTING STRUCTURES.
i
p , � NOTES:
LOTS 1 AND 2 HAVE DRIVEWAY ACCESS EASFMFNT.
e s � - r e��.5`r,•n•\' A SPECIAL PERMIT WAS GRANTED BY THE PLANNING
T t r 6 COMBINED /
e - --- - ------'331,307 S.F.
BOARD FOR A COMMON DRIVEWAY AND FOR ACCESS
ASSSSC3RS RF_FERENGE \ T7i'11t>II`atr11 �\ /' I €tcr-lruaTnlr;s NOT THROUGH THE FRONTAGE DF LOT 2.
• r" e �A.Jnollli LOTS 1 AND 2 ARE FRONTAGE EXCEPTION LOTS
SITE PArc!.:!_Prannlrn / nasl E :,rn31LE
PROP' FE7 tn;,.wIraus€
HOUS / HAVING A MINIMUM FRONTAGE OF 50'AND A MINIMUM
MAP 106.13 PARCEL 16 rr'L
AREA OF 3 ACRES.A SPECIAL PERMIT WAS GRANTED
DEED REFERENCE_
BYTHFPLANNINGBOARD
NER,D.noclA3539,PAGE353
�o- IRECORDEO SEPTEMBER 9,19921
LOCUS MAP ZONING DISTRICT: R2 \ f /' ;;' /• g nrc!. n €;o�!s
4
SCALE
MIN.LOTAREA=43,560S.F-
V" 800'
MIN.LOT FRONTAGE=150 FT. 1,4 nrllni+!_r!
MIN.FRONT SETBACK{=30 FT. �J
MIN.SIDE SETBACK=30 F PARCEL Io3.r:-Ot79
L
-- MIN.REAR SETBACK=30 FT.
LEGENDjA
t�c€c1Lt.D.
_ sr;'a uarx,wrtam \ ;! /! t, LOT 1
- -.T-. EY:ST„A F'l0.9 GIXfrW[e \ ,z
~ w anmrtclrnnas ! r AREA=136,731 S.F.
C BA.a 139.73 i S.F.(N00%1AID
.-- -. -.-,!`9—rucr,Eo uro rocnTa�v+ETv„•+�s "' `
�. _ �,.— 5••£TV'a tnCAT,IXI FRGA OIMER F1 EYiOV4Y APAi�:EAR+:i9 J\ 1' Jl, � , %i� I
Af53 FF12 / \1 � r J'♦¢ t I -- /� — I
-,--n-- cucr>EO Rmiacnima5areu.^. �� \. 1 / ! '. .. ;-- - • ! �� ///444{ �
r,,..,]j] 5•,nrErt srea PARCIL 103.8-017d
I.7..1 i'.r>iTrtAnal auUtASV,mrs*a� i•r
•`•"•��• .,. RSEaraarlr eUrTEn F12ANK\'.ltClE � / ',�' � $ �`! , � /.
PROPFRiT'(u��vemroVai5G1 +\ - '
easrmerralvmenr+c.� \ %' •'� ! .• , / �,
PARCEL WA 8-41115 r r�
.�.__'_�..� roa Pr55r=nu.�eursEnaa aoscs>£cu.•i � /' ,.:J i�.,:�,. ; _..... - / I'!t
_�-300• rot'r�+l of r.o',irr3
G9A58 H-IfYJLC&N PARCEL 10�13 11e? j e LOT_2 ;,f' �''� � LOT 3
irsacEsnTrorr sTa,a sroernEc I8F \,�. AREA-134.570 S.F. 1 f`REA=60,000
r ¢ o ' C.8A 60000 S.F.>IDovo --
uun. snl _ f
.. C.BA 131922 SF
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$ 1 $ titANCIIAIZO
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! f $/ PARCEI.10BA-0072
t91
4FihFULL.KURE.
t ! 9 ®2018 CHRISTIANSEN&SERGI,ING
PLAN_
0 50, 100, SITE PLAN FOR SPECIAL PERMIT
r FOR
SCALE:1"-so LOTS 1 - 3 SALEM STREET PLAN OF
IN PROPOSED
Pllj(ui 190.1%-OO2.11; Vi:QU o- O:X h.S - �e - - NORTH ANDOVER, MASS.
so ;()Jrelfol.o LOTS
[!'F / l;[s€?vIS CS I I 1 l PROEfSSIONAL
N ID1E1.5S'Y..OI Vt,"f' & Cn !di! t Fl1J` 5p ENGINEER
.P1iJ,1C '3( / 1 RECORDO4%NER: APPLICANT:
114/.',2-1S�e} ! LOIS LACHAPELLE LIVINGSTONE DEVELOPMENT CORP.
% 931 WILTON ROAD P.O.BOX 50
rp MASON,NH 03046 TM(SBURY,MA01676 DATE OCTOBER 3.2016
ISOLA"1'.E?p;i371larh;}/ /'� I �;� TEL 978-81"847
L'i_ul"'L.POOE AS � ! REV:12 O11&,02117117
9
11G'VU4 O,`7 ri5l{;GPI] -
V I $ , 417117,B11Al17,7r3f17,7f14l17
MAN
./� W7 PROFESSIONAL ENGINEftts&LAND SURVEYORS
D Il Ph l E <31 ,' CHRISTIANSEN &SERGI, INC. "r2017
PHIL!P G CHRESPANSEN ��C 11ER STREET,HAVFRHILL MASSACHUSETTS 01830
SIENGR COM1 7@L 976-373-0310 FAK 378-372-99fi0 D,A.NO.15047014
'yfC-^ NOTES:
SITE E PLAN `to 'f I\ RF12 I. THE LOCATION OF ALL UNDERGROUNO UTILITIES SHOVIN HEREON ARE
`f F;S A17: y \. ;a,,.--._.!,RE11 APPROXIMATE&ARE BASED ON A COMBINATION OF FIELD LOCATIO`dSB
3(I' 1t 31Y 60` BEh'CHA'ARIC s RF15 - RF13ti WF COMPILED INFORMATION FROM PLANS SUPPLIED BY VARIOUS UTILITY
N.E POY,ER CO. MPANIES&GOVERNME.NT AGEr ciFs.IN ACCORDANCE"11H M G L
NAPOLET yN , , a[�s �' +l CO N N40,lt<CLUDINGASIENO?AEFTTS,ALL CONTRACTORS
y U.POLE a3240\ `� _ -`^' _ CHAPTER 82 SEC O,
S EL�y 3f0261' \ �N? ""1 RF74 S a
SCALE:1"=30' t E ' \\ro`` \\past�v No
` ,��85 ,__' A eRF54 AGENCIES
TO ANY EX PYATION 45T7RK8 CALL D G-sAFE UTILITY COMPANIES !f ENY
1 + +� y 4 - ! �•'`ve�.. ', \ _ __ 2 ACCORDING TO THE FEM.A FLOOD INSURWvCE RATE MAP NUMBER
{ 1° i 5 "��^ �, r\A14 ,. n \ 25069CO243F,THE PROJECT SITE UES OUTSioE OF ALL SPECIAL FLOOD
`,\ I HAZARD AREAS.THE 100-YEAR FLOOD ELEVATION ASSOCIATED VATH
� t -\ BOSTON BROOK IS AT ELEVATION 43 FEET.THE EDGE OF PAVE14E71T
PARCEL 106.8-0145
Ai.ONG ALONG THE EAST SIDE OF SALEM STREET IS AeOVE ELEVATION 98
TOWN OF NORTH AN00VER / FEET,SOT11E LIMIT OF THE 8 LS,F.IS EAST OE TtIF PAVE VENT IN SALEM
STREET&CUTS[DE OF THE PROPOSE DWORK AREA
Al2 !jRF8
r 3. THE SURJECTPRCPERTY DOES NOT€IEWITHIN THE LAiCE COCHICHEIMCK
`J 1�- _l WATERSHED PROTECTION DISTRICT.
t
_ } `\. �s \ s -1,1 + \\A1i INV 12'RCP i// f 4. THE CONTOUR ELEVATIONS NHoShN ARE BASED ON NAVD 1986 DATUM,
PARCEL 16613- -0915 \ ` ` +e l , , r�, •%" \ 90.28 I \ 5- THEWETIANDS DELINEATION WAS PEAFORAyED BY IAORSE
`' 1 , r AVI h(RF7 \ ENVIRONMENTALSERVICES,INC.,92 MIDDLESEX ROAD-UNIT 4,
i�--118-- PROPOSES \ - $ f ��1 \ TYNGSBORO,MA 01879.
M!(y{Il[L LACHAPELLE )J < UNDER UI
f I ✓ +4 V .5 .� ., e. THE TOTAL RIVF.RFROUT AREA ONTHE PROJECT SITE IS 55,F.
y U
7. THE PROPOSED DISTURBANCE VrM1THIN THE RlVERFRONT AREA 154690 S.F.,
V\HICH IN LESS THAN THE 6,000 S.F.MAXIMUM 9PEOVIE0 IN 310 CA'R
+y I / N + 8, \ 4\ 4'1•°'';r'.�a\ \ ' y\ 10.58(4Xd)I FOR A LOT RECORDED 13EFOREOCTORER a,1997..
I ` 4(YWIDEDRIVEWAY
8"Lay FJtSENENT r\4y'� a r< � ;x� ,. \ rd a- THE PROPOSED DISTURBANCE WTHIN THE 100'BUFFER ZONE IS 123sS F.
9, THE PROJECT SITE LIES L17TH1N N fi.Es-P.PRIORITY F44EITAT 1339.
10. T1IE TOTAL DISTURBED AREA IS 68,8668 F.
�'PROPOSEDA\
SEOpAENTATI L_t
coNTRnLsaRzpR l S a\ \ As
Prior to any land disturbance activities commencing on the
>� 0 + \ 8
site,the developer shall physically mark limits of no land
/ i�� � !^ // \ ,x "
r
f I disturbance on the site with tape,signs,or Oran e
�i � / � `� � { �"„` ':,;1 / y ,_e�.ti � PROPO�SEO \ �� `\`'Ct I A4 P 9 9
PARCEL 108.B-0181 I 4� �' aT" 9€DIA7ENTATI >d \ `, \�e t,11 I, Ili s} 1'C{ 'r`\,��i�/ `\ construction Fence,so that workers can see the areas to be
BENCHMAR- ; PRS/PO5EDLIMITOF�:° r I f 1, CON�"ft(ILHARR R \ `, \, t 1 e 'I s ( y \ `ems protected.The physical markers shall be Inspected Bail
N/F ! NAILSEilN42" / ,�WORK(TYP. I alPRRA1l�� 111 \ , y i , tt ` `� ,�� \ p P Y � P Y
DENSE L STABILE LIVING TRYST T+MI.MAPL�', 7 �y , \ i eSEE�Ef(ilL~~ 9
w l , r • Construction Sequence
rev 1e2B ,
PROPOSED SE N(tOPOSED
SYS7EI.IL ING e 1,,L!MIi'QFV1ORKfrr 4.rf 1 M I <i �` \`� U a�"'�fya 5��, 3alent Street Lots
Al
I. Stakeout Sedimentation 2. Stakeout limitcontrol
of work 3. Install sedimentation control
4. Cut trees.Leave slumps in lace.
I r r r—����� •i , r � � y / a ♦ � �
i I I ! I -ZB F y "• r 1 ll \ _ f ?.� 1 ' 1 i , � 1 N S>t' rt P P
I I + r + I I l Mn \ I t +it , i � � � ? _ �� ?�` S. Install constnLctioR entrance
r
I
STEAL CHING �_- "3 .[ ! � l �` , ^! \ �
ARE�P) _ _ 1 �I b Ip7' tt I ,,tl Iscr ,S I, ` f 1 :.,C J.
- +!I E" * ,. I+ Y r I Ho ME POLE ✓ n,f ECGES NT G. Drub all cleared areas
7. Strip login and subsoil from driveway areas and ad oinin slopes.
� ' -PROPOSEO-.� f r�''' .♦ Y'\``>{., 11l 1 . �` NIFIILTRA710N 750 PAVEMENT p Y ! $ P
NEPT a / , , ` +" .q" -- /� 1 .'/`1� Ak
� 1 EI +��- $TONE S. Pxcavete to sub ride for driveway construction
T ) i`, ,+ q`a'+. ` & Y
` a 1ti1 9. Loam and seed disturbed areas and shoulders
fin' a`'.�� I ��
Il,Install Stabilize
drtre va oped a gravel base
11.Pave binder course I ` Yr - \ ✓'� 1 \ , 111 1 / _ __?ti ,r , `\ S ol4!ENTRTION
11� f, t 'ti C\ ' '� [ram �- '< t e 1 +t 'iv / r f - �. ` .�. �,
i J T04 ri.110L BARRIER 11 As individual lots are to be developed the work area should be rubbed
Iq.Loam and subsoil removed as necessary for the septic system house and well
r 1 _AIGooItERi r j r PROPo,Eo 1 slaa9a �.J I\ `t ` rr - `t' , �,a• J` • �, \`4\ \`•� construction
I ,n courROL ILi'I�WER � � — �;� _, � ��-• t 1 t r"4 / y� i= � � %, `-, \ 15.U on completion of cottstnlction work loan[and seed all disturbed areas
I !) i `. ` OI d, l 4 16.Upon completion of all work on the fats remove the co€ts[ructlan entrance
I i I I :.� \ :?', 1 + P POEO +r', S F'p��� , .�-"F ,*' 7I�' EDGES OF P SI
1 '.11 I I l 1���•. ,`ti'` I 1 // / / % J ' d Y6 ��Ai4 , Iw,"' 1 ' *5 OLDER ~,/ - AfOR'Z7� `�\ ', _ p. _ P _. __.... ...................
sy Pave the to course of asphalt,
�� COMMON
it ++ 17.
DRIVEtivnY
FOPwD.Ot,y HDUSG.� pro
I r lamvnrarY k t �"
,:
1 t L 1 � _ 7U2 F(rT_ -4'%sa ''� - � 4 �.. \ -• s!o le J ! X �
ay �
1 1'
PA CEL lei&g 1e01 1
1 4
t r I 1 1 r
BEI#CHMARK
\ \ EUV"gut0 5Y'OLTE 11 i ' sta�Cwr
P ray NAIL SET IN
\ I 1 L 11 i / '�' , 'I,.. -a� • A\ ` 1 24 W PIS-'
\ I � 4 I I ', � / sf / �.�� 1 `.\ ` ``� �0* \� >; �_ _ etEv.-t2ese• ,' � ,
`` f.c.� . \\L.� `' % i'� m-\ \i'• -',\ \\ \�``\\\` `�Q- r n \ PARCEL 10aNIF
A-0002
\ ' !J`., V`; a •\ .�```\
L E \PROPOSED ELL !f � �
R I ]--�--. ! I +'rh \' t'ROPOSEO LPtN Y� ` ®2016 Cy3PoS7U5I#SEN&SERGI,INc,
e I t J e r- ! �� �
WORK
� ,
1�'`` t= --r<w____ _ _ \\ `�,f tt ` SITE PLAN FOR SPECIAL PERMIT
1 ♦ FOR
I Ali \ J r =SBE00.DChy HOUlaao SE �r
LOTS 1 — 3 SALEM STREET
G1,R.FLR-�140.0._- r t(�ct \\ \ \ \ C ♦ `~PRIVA�1 BitO,VJ.
_=_ w PROPOSED
PARCEL 1 .B-0179 '- } �• { I f
t \ I I 1 11 Va `—f �r __ \\ `1 NORTH ANDOVER, MASS. SITE
-.\ "..�; \ \ `` PROFESSIONAL
!>{CHAEINIF I[ 1 ITE PLAN
'\ hyM, \`�y' ` Imo` ENGINEER
\ \ 11 \ \ s 1 I \ r i� e` / i" ,f P/ \ II ,` • RECORDOPNER: APPLICANT
LOIS LACHAPELLE L]V(NGSTONE DEVELOPMENT CORP.
i !r temporary 1' \
�, to , 931 WILTON ROAD P.O.a0X 50
PROPOSED I�am t `i 's \ + ` MASON,NH DI TE4lKSBURY,MA01876
WELL locl.p7a \� y 4 \ TEL-078�615-4847 DA780CTOBER 3,2018
it ` e REV.12r2a116,1724117,7117117
P) ! BEr:CH!AARK ```-�•s,�, 1 Plifi¢EL 108 013
�J
, 1 _„...-- rJJL SET IP# s> 1I tl \, PROFESSIONAL ENGINEERS&LAND SURVEYORS 614fi ,4Af17, 1 7 713R617,7I24117
- ! _ 1rMAP E ._ \ HRISTIANSEN & SERGI INC. -�17
\ l tl 1 4 I t �% ---- 0 SUMMER STREET,HAVERHIL�MASSACHUSETTS 01030
_"" � - j E:LEV.-146.86�.. `, ISAAG BLANCh�ARD ,
N I s pH13JP G.CHRISTIANSEN WA%V.CSI-ENGRCO?d TEL 978-313.0310 FAXe78-372-3%0 I . 7 nF 4
OM.NO. 15047014
l
S S '
I' 1Yark A es ^ a
Nea WDe Rdeded ke ePm'
r Y _
r
I / Z7 WAA � sasaa"
Fme�car osJ
Plan View FiltreJo®5115oxxT^r5ection
OVA. SEDIMENTATION CONTROL bETAIL
rA Y - LAEme'erlal to—s Fb-Sgec7catons
F �^ 7 .;� / ; s -'j.- w;;:.,,� � 28,h3e,a'•campos'J�afiocMs drT Fn meel�P're5on req�;vemen:s
3.S7:3oxe^depkleals ra nF±[rm sbfea Grealc slopes msy lFgr�B larga'sals peftl`e Engineer.
.:k 4Composl ma!aial mtedsymsed oa:;e,es rr'rredbytte Fn:rcnmen�llvori+v.
f / EXFILTRAPON LOT 2
@x a. USE 10 STORMTFCH 740 CHIAMSERS
50'MIN.
r�,� USE 12'STpYi=BASE,6'STONE COVER AND fi SLOE
Ir+ 5 FT SHOULDER WITH}TO i SIDE SLOPE
, DRIVEWAY SLOPE2% 5 FT SHOULDER
4..LOAM Atli]
— C CATCH bASW INLET PROTECTION DERAIL
►�r.\`A �'.N F� !yE7 hdo77o SCALE
\\J�r GROUND
nYvIll
USE 16 STORMTECH 740 CHAMBERS EXISTNG succRADE M IAL IL-1 It,.
ui I f> r x7J x
I. I
EXf-ELTRATIDN LOT 3 uI n III�EE-tII�II A�RIIs�u�F1 L II LJ I_, xro3•cnusriF:D '��✓`,..�,�`�'���'� �
L-III I u —1�7 CR r
- rtl, t_EI�t1fLILl- � t
SLOPE 1NSTALLATICE f
(ALL EXISTING TOPSOK,SUB SOIL,&UNSUITABLE i( If 1�u-1[ STONE,70A1.11NIMUM
MATERIALS ARE TO LE RELIOVEO) IIII= FLY Illl f,IcLfl (f}'LC4�+n:6fi[)FOR SLOPES C;;C>•.7ER TW.°l B:Ij
GEOTEXTILE FABRIC 3741NCH WAS NEE 9TorJE
-_
� DRIVEWAY EXFILTRATION SYSTEM[DETAIL LOT 2 7,
A
USET40 STORMTECH CHM46ERs CRUSHED STONE CONSTRUCTION ENTRANCE
39
CRUSHED STONE ENTRANCES SHALL BE INSTALLED AND MNNTAINED AT THE
/ PROJECT ENTRANCE TO PREVENT THE TRACKING OR KLOVANG OF SEDIMENT
ONTO SALEM STREET.THE CRUSHED STONE ENTRANCE SHALL8E INSTALLED
7 USE 17'STUNE RASE,S'STONE COVER AND 6'SIDE AT TTiE BEGINNING OF CONSTRUCTION AND SHALL LE MMWAJIJE(3 UNTIL THE I 5 FT SHOULDER WITH 1 TO 1 SIDE SLOPE RIV DENSE GRADED CRVFHED STONE DEVrAY BASE IS INSTALLED.
\ /
r ]1 I 1 j� (k'�'• l`l' {` Si0_P� ED DRIVEWAY 2
5 FT St10UiUER 4 LOAM AND SE
r_
PAVEDUNPAVKD
FJCISTING SULGRADE MATERIAL I 1 EMI F i'
(ALL F�[ISTINO TOPSOIL,SUB SO IL,I SUITABLE 111
MATERIALS ARETO BE REMUVED) II I_ E I F=1 I III %M Gorr,TQ CO:CWI,STeSLE P,'77ERIJ CULL f04
J." SAVU I'hIICR1!R£COVI)od.PI rOR stRFF iY,�5fACLXYlO;;y, PAVEMENT AS REQUIRED
fs f v4"LOAM&SEED
GRAVEL ROAD BASE
r CY GEOTEXTILE FABRIC
s 3141NCH WASHES STONE
r1 1.11 SOL PffrI F 1'STALL 1:L!-'.{7S.I{C4.XN3 rl'PL A1JN OF LO I ;LaL1.2LR,
? — AYE - - rI[157 l-1',3.JS7r1 I1n 41111 P,v Cn OE LGN!l, - NALLECW1NVlAR MATERIAL
- USE 740 STORMTECH CHAMBERS a.cEG!d AT itlt tot,OF 1Nr 5LC P-r,bi r;•CIICS0 wa m75Kn I]G`VE F..I x G"ii,orr 1TU;CkL. 7'UET 1GO95%OF COMPACTED IN
I DRIVEWAY EXFIL7RA710N SYSTEM DETAIL l_DT 3
{0 SLED EU C WV W U-JO CILT rl SELD U61iq D Pl FT SC'1 rSll+ CLIL 0-EEO SU
" 'lJAAMMU15%OF MSFiTO
C f�r:1aI1 F '.cu,t'er fl C TRO[nt/�lkrf 'UJ'1`.O. TA9Ir!AXIMUI,1 DENSITY
1.f'DLL lK.SSA' Fr (tt)OOh]OR(f3)}If%! G;TJ.LY 1CKIC S for sn i. '-✓%�"f ��`
S<Fk E CUtf$O]PAVI LL.rRI-XEIS I LSf nr, 1!liD k1711 Arf o, !41r1V 9,1 U f 1JF',
1) USE 1Y STONE BABE,6"STONE COVER AND 12' FOR PIPE MATERIALS OTHER
5 ET SHOULDER SIDE1MTTi 170 15!DE SLOPE 3.Nl El[f ItiH[l' GUS Le PlrCSG iGA:r 7.11 SLOP' PLACE UJNiUS❑l.1 O Tn Ed {I:GGt£ Y'
"I 4'�4' �'. .� (• DRIVEN ~—� 4"LOAM AND SEED 1• if AR7,E3/�3 f,i0?:c+A.iELY h O.f!'.LM,5rrl''',.fi TIli6U0Ei OrLr.EA-f'PE.II t."I !Fr-,CY�4TFLV SANDC 5 SA ttJ€I +`,J
J4 r CUSHION HAND s s v, 7T4AN PVC,SVITADLE RACKFiL€.
��hTtil �Txw"L SL r2% 5FT SHOULDER PLACEDAND COMPACTED MATERIAL BE USED FRO!,!
- Il \p \ts\ \ \b ` ABOV€TOPE PI PIPE T012'
ri v IL[LIF'lki �` ABOVE TOP OF PIPE
~~ e 1�1s-al�l�t=�€I�ffKn -t J
COMPACTED SCREENED
r-RF' LJIF1L� -- ,JRiI 5"LIT CGNC,TOP COURSE GRAVEL(SMA OFAASHTO
�'`•: T-99MAXIMUMDENSITY) 6 MI =
` EXISTING 5ULGRADE MATERIAL -I L Ili r .'•°:: '.
(ALL EXISTINGTOPS01,SUBSOIL,&UNSUITABLE I TI � �I- 4'OF DENSE GRADED 2"BIT.CONC,LINGER COURSE SHEETING AS REQUIRED '
r MATEWALs AR✓=To HE REMOVED) 1I,111 irlrrl EI' i €1I'-111 Eil CRUSHED STONE
Y '+ " ��rE31FI i IEIJ�' 4"L9A!J,&SEED
r \ GEOTFXTFLEFABREC AIL ';NC EE STONE
omwter. TYPNoATosR CM
' 314hl WASN
DRIVEWAY EXFILTRATION SYSTEM DETAIL LOTS1&2
USE 740 STORMTECH CHAMBERS ^m- --
E �1 ,� 6 111N GRAVEL BASE
02616 CHRISPA4SEN e.SERGI,INC,
NOTE: EXISTING SUBGR�Eh,ATERIAI SITE PLAN FOR SPECIAL PERMIT
<\ \ (ALL EXISTING TOPSOIL,SUBSOIL,
8 UNSUITABLE
NATERIALSARETOBERENIOVED) FOR
\ 1. Chambc,e—bons ate to be set by the grade of the adfacer[drives
7 AaehovnonlhedeeAllrtadlvea andshatlderdopotamardsthechambers bRIVEWW�,av�r�I Nr E]-TAIL LOTS 1 - 3 SALEM STREET
3. The chamber outsde the shouPdef Is careeed by 4lnches of roam- m (NOT TO SCALE)
4- Forexamp'elrthee'.e'ralcnofMestoneattheendoftheshoulderisate.evaton134 IN CONSTRUCTION
—�< --- andthaieam cover IsroullncheaandUestanecarerfslein�e§andthachamber NORTH ANDOVER, MASS. DETAILS
��� > �' \ Is 30 Inches h'h the bottom of the chamber Oevae'on Is 4.3316elowthe otaer edge
C i 7 ?,S ,t .�; AF of the shouder.
r• i -,� 5 PROKESS3oNAL
chamber e'evauens should vary with the roadway grades.
DRIVEWAY ENGlrfEER
ry ..�' RECORD 0NNER: APPLICANT
�y LOI LACHAPELLE LIONGSTONE DEVELOPMENT CORP.
931 NfLTON ROAD P.O.BOX 50
TE
EXFILIRAT N LOT 1&2 \T MASON,NH 03040 N7SSBURY,MA 01676 DATE!oCT08ER 3,2016
_�._._ .. ........ ...._,......._.._.... TEL 978.815-4847
USE 275TORMTECH 740 CHAMBERS I X 3 CONCRETE CULVERT REV.422871e,02717r17
�^NOT To sCALE 4/AI7,6114117,7M7,W24117
PROFESSIONAL ENGINEERS&LAND SURVEYORS
169BU ISTIANSEN & SERGI, INC, �0H7
PHIL€P G.CHRISTIANSEN h�RIER STREET,HAVERHILL,MASSACHUSETTS 01830 SHALL 3 OF 4
-ENGR.CO%1 TEL 070-37M310 FAX 978372-3960
DWG,NO.15047014
125 125 13D 130
120 125 i3 a o r='no - � : 's a 125
. � �� 6A1Y• / � d �� - dui dry � Fn�
/ 14.00al. 504OVC----&.47°h
113.28S0 as � S �u ✓ a
115 / 115 120 120
50.00VC i S5°A, 141)611- / 7b.00VC
=
F10 115
f4000 5000VC 44.Do%
two QasD
105 _ _ 105 110 _ �� 110
/ 'ice/1Ag�fa
100 S.40Wo - too IDS 105
A AVERAGE SLOPE=9'!o
es -------- -----._. _......._._,..�.,. _._...._._. _..._...m,.�.......__....,.._ `---- ------- _ �95 109 4�q - AVERAGE E-9/< � � 100
E SLOP - '
0.0D 0-50 1+00 1+50 24CO 2+50
COMMON DRIVEWAY PROFILE
SCALE:HOR 1"-20'
VER1"=5' 95 i�.._.-_.._..-,._...-.- ,- -----'---------------------._._.-__..-,...-..i-_-_-._....._,_--___,...,...,.._._.._
0+50 1+00 1450 2+00 2.50
\ •1 i 1 i
I I I 1
DRIVEWAY PROFILE LOT 3
1 ss'Iss]rT;v'1 wDTB
corlv>FrEccuac uOrRwuaa=o SCALE:HOR 1"=20'
f FoeIP.vA1TnA°F,1�na+5 NOTES:
�-
1 ,rr"---4ipioRFST! E VER 1"=6
/f `♦ ar,m c•YRA nxaxa=D 1 STOPMTECH SEPARATED FROM'FiE NEXT PAIR BY A CLAY-DERS ME To OF E D As A I N SERIES
WATER STOP
r
r " I �-.. SCUpar.'F3i Iz??C6G•
/ '��♦ I tGlpaErE sva �� - G9ATE r2_.CGs 2 EACH PAIR OFCt4A!lBERS SHALL HAVE ONE OBSERVATION PORT
3. BOTTOM AND SIDE STONE SHALL BE 121NCHES.TOP STONE 6INCHES
�\ F I FI�STPeV CArtf,R r 1- ¢'l,5',ti"1®R43 Paf
�� I 31 pAaYn E2,1NriA 3 4. SLOPE OF EXCAVATION SHALL BE 7 TO 4"LOAIASSEED
OF 01MO�. • ` , I 1 n[nl Px AFY6Fri�^nvE so-ruac:vtfa
`Arn¢s,5€RrAi€E V E
rsslrATEEroa£cartFxED 0 RIPRAP SLING
--- ! r1�PArrrrzrluocPxRCA,� */-ME GHT STONE SIZE IN
•L6FD IDC�R fJl rffCE55ARf
100 5,6 T07.4
85 4,8 TO 6.7 SUITABLE GRANULAR MATERIAL h
..,....... " 50 3.7 TO 5.B THOROUGHLY conipacTlaD IN -
12'LIFTS 70 OW.OFPASHTO '
15 1.1 TO 1.9 T-99 MA%i!.'UM DENSNY -
SC-740 6"INSPECTION PORT DETAR.
NOTES: rR6 THICKNESS 12" -
1.REMOVE 70P,AND SUBSOIL INSPH07iON&MAINTENANCE
32.USE.USE 0 tSH GRAYT0NE L FOR ALL OVERF OW AREAS OF CONSTRUCTION EXCEPT FOR DOWN STREMi BERM sr€r 11 At RF��'ee E'i m«Ng��w srf:ws O—r
4.FOR BERM CONSTRUCTION AND AREA UNDER THE BERM USE MATERIALS SIHM TO THE FOLLOVONG Az ��FA'roa�Au��auF TEnmr.suco RIP RAP APRON sANDPLACEDArtB I'MIN.
A] DS;fGAFI/9¢¢',flr A'roSTPD'AR00.VFAsItPE DERFI{pp pu[rRR AREGCrTRat VAe1[€rtn.' Lqa rn2 6f'zS,ErN9iO1S COMPACTED
SIZE PERCENT FTNFR BY WEIGHT N roe:aeAcav�nneRossa�Ar�RavFaRnsvrins€r•:criuFCE�ouF�rrl�'rrsroo-rwrr.is cmoazsxexxoasa� -
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NOT TO SCALE rr¢s r-enro,omsra:E '.•�-..r....,.�S ..
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1 78 iaFVryfECO:£SiFgCV SrNVCfuREAT WSIREAV OmOFa6ttATCRRgY e,
94 36 p2 e35n�AF1A5f9JGF1r.eJ5r£6TD0.•l.FT1£ISIXATCfl ROff TFL90lfO4 difLET Ri�E Cs•MIN.
VRM)RSU'1RIXE6 OR G.4E MAYri£115£OTOANODACA'Ft F_DSPACEE]RRY ••�,.�•�•'/•. :I S'1'll'l,•':«f;J'
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B ARMY Vi,Erint:Pf se€sOF,�Tvfc NrtTate,ait,si wnr€xfsti€Nt i';1fr1'irTi;yfrSiryi A°• 04-I�U155 CGTfn•.�M24
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61€P a) i'9rECTA•9P>=611RAsrs r.•.o ffA•:ratEs lwsrau,l�riff sroavr€w sssr€V
DETENTION POND DETAIL NOTES
I"=3O' 1'SPESFEI e5-WI DV MTl F-W OFOE£RArat uusr x:SP -na reRmYA R SFa u,w 50u5
OSSERrAT015 OF 5E0V EIR ACCVV VLAr1Cfi A`m H GH N'iIER EEl'RT10fA5
2 wtcxl�r f€rrerG A'a VACrCR'ro A1rNN.LY Cp 1'AdtIt9PEC,1«19{CV9 THAT VIu!R6IA'KE46eS{£65A4Y. 6�Oi€xruE FAB•iCTO E€PxgFtE
V:AIER STOP FAOe STOIff pErOCr IVDE ViATER STOPFROtf
66TFLM OFSTIXF_TOICPOF 6iIXl
2 FORieE NILN�DR{fY r,�sra�E
1 SILT WATER STOP DETAIL
/SIOCKPILE
�FEIJCE cv z31€rsf rsaArrn Ra•:nrrH ras 02017 CHRISTW-0SEN A SERGI.INC.
_ (11'P.} e£osnm,EFrc9 wlTrbx�srtr.£zicmTEZRUF
D) 1 aRa"lw>rY:ne scrmol..v�se cenIXrric.srfcnIXr arar
3i _ _ Y. A' 'A �.Y ?�?: . VITL.... PLAN S'OI\ t7f-E4✓3/"1I-. 3'-EI\IVIIT
O GINAL GROUND SURFACE ._ _ _. __l i -._ ,:A'rs•.••r>as.y•r rt a,g,• r•r;•r, x� r s. F."Fc•IY:x;.e•F.i'l,0. FOR
RI .r.,}h: i�:5,., �.hfA:kF.r,:ItittFF:.I�. rdt'F I4t=Fsi4I �.rkskF I>tr..=.,r 1. LOTS 9 - 3 SALEM STREET
I FKF+:i a f>•Fxf,¢.t:t:>.'F!?:I,i••.xfA•'e:Ylv.•:r.3x::3 ' 1xFkF F.SIk'S ti3 3,:F„3k, ,_FA•IY.I DRIVEWAY
V V }}.F.>'F.af.4_k}.r£eF.*z1�3.vey'I�'Fxl.¢�A'£?'FT.feF�lrlr..Zl�.t :S.kLi:FrFi'rhrr,St.r r�.;s•�..::3 �T��.4e.+R
.I. .~:fr.'Fr. IkIYFY,1¢:JA'IYIF}!'Stri=tYi�ty',rkt.;ihF\`F .4F4F1'IiF.YFkFil43 kfiF.\IHFyrFIA`Iy IN
TEMPORARY SOIL STOCKPILE NORTH ANDOVER, MASS. PROFILES
MOTTO SCALE _
PROFESSIONAL
ENGINEER
NOTES: RECORDOVANER: APPLICAtm
I.SILT FENCE TO EMEND AROUND FNRRE PERIMETER OF STOCKPILE IF ON LEVEL GROUND LOIS LACHAPELLE LIVINGSTONE DEVELOPMENT CORP.
OR TO EXTEND AROUND DOYA IGRAUIENT PORTION IF STOCKPILE IS ON SLOPE. 931 VAILTON ROAD P.O.BOX 50
2 IF THE STOCKPILE IS TO FILMAN FOR MORE THAN 14 DAYS IT SHALL BE STASIUZEO W TH MASON,NI{03048 TEVWSBURY,MA 01078
AN EROSION CONTROL BLANKET OR SEEDED(IF LOAM). DATE JANUARY 24,2Q77
3,INSPECTION OF SILT FENCES SHALL BEAT LEAST ONCE PER WEEK AND AFTER RAIN rNouusce ADscEosamrtrics 4ltiff%1:'S,'Ffl TEL 97&ei5-0&17
EVENTS IN EXCESS OF 1f2:'.REPAIR OR REPLACE!AENT OF SILT FENCE SHALL BE MADE It S uD1,5 Aaascas}A rrro ��ns REV;7272R17s,a2117177
PROMPTLYASN'EEDED' PROFESSIONAL ENGINEERS&LAND SURVEYORS 417f17,01141i7,7f3l17,724ft7
4,VMEN ITTTRAPPED NTDEPT SILT FEES1 s}WLL BE REMOVED AP.v PROPERLY DISPOSED OF SC-740 ROW DETAIL CHRISTIANSEN &SERGI, INC. 0720117
VrHEN SED[h!E17F DEPTH REACHES 12'. rrts
5, Y,HAVERNIL€,h1ASSACHUSE gq;FL;7 q pp:4
SILT FENCES SHALL BE MAINTAINED Ut4NL STOCKPILE IS ELIMINATED. - --- ---- 150 sbktMFR STREEITS O1830
PHILIP G,CHR€STIANSEN 44WN.CSI-ENGR.COM TEL 978-373-03I0 FAX 97Fr*0,960 p55'G.NO. 15047074