HomeMy WebLinkAbout1998-05-11 Recorded Definitive Subdivision Plans I
LL'r,G. 'ND 1. OIYVER Of RECORD AT fildt OF APPLICATION 15 SAINT MICHAEL'S CHURCH, 196 iAAIN STREET
NORTH ANDOV£R, MASSACHUSETTS.
S.R. u EXISTING STONE BOUND N- SILTATION FENCE 00 S.F. LOT
0,REQUIRES P25'FRONTAGE., 25
S.B. n . ZONING DISTRICT 15 R-3 WHICH STONE BOUND TO BE SET M.D.P.17. MASSACHUSFTTS DEPARTMENT OF PUBLIC WORKS AREA PER LOT, REQUIRED .SF_ REQCKS ARE FRONT 3O; SIDE AND REAR 3O:
D.H 0 EXISTING DRILL HOLE (A/K/A hIASSACHUSETTS HIGHWAY DEPARTMENT)
D.H. '� DRILL HOLE TO BE SET E.N.D.R.D. ESSEX NORTH DISTRICT REGISTRY OF DCEOS 3. SEE TOi115)1 OF NORTH ANDOVER TAX MAP 65, LOT JfI4 FOR THIS SITE.
N/F NOW OR FORMERLY D.IA.H.O EXISTING DRAIN MANHOLE SEE EN.D.R.O, &COX 11046, PAGE 11280 FOR THIS SITE
-112 EXISTING ELEVATION CONTOUR C.B.0 EXISTING CATCH BASIN 4. TOPOGRAPHY FROM AN ACTUAL FIELD SURVEY,' DATUM BASE U.S.O.S. 64S,L, (N,G.VD.).
I12 PROPOSED ELEVATION CONTOUR D.h1.H* PROPOSED DRAIN h4ANHOLE THli SANC`T UARY WERANDS FIELD DELINEATED BY WETLANDS PRESERVA77ON INC., FIELD SURVEYED
112K9 EXISTING SPOT ELEVATION C.B.im PROPOSED CATCH BASIN BY MERRIMACK ENGINEERING SERVICES INC.
112x9 F.G. PROPOSED SPOT ELEVATION GV GAS GATE 5. THE FOLLOWNG SUBDIVISION CONTROL LAW WAIVERS ARE GRANTED MTH THIS PLAN,
PROP. PROPOSED WG WATER GATE
F.C. FINISH GRADE H.AY.-- HEAD1'1ALL A) SECRON 7.A,LH MIN/MUk4 CENTERLINE RADII OF f25 FEET IN LIEU !SF 150 FEET
R.C.R REINFORCED CONCRETE PIPE INV. INVERT A SINGLE FAMILY SUBDIVISION
C.M.P. CORRUGATED METAL PIPE GAR. GARAGE B) SECTION ZA.4.A MAXIMUM LENOTIi OF PEAR END SWCEtY EQUAL TO
C.L.D.I. CEMENT LWEO DUCTILE IRON S/1'! SIDEWALK 66 1.71 FEET IN LIEU OF 500 FEET
---D DRAIN PIPELINE U.O.N. UNLESS OTHERWISE NOTED C) SEC770H A8.4 A WAIVER ALLOWANCE TO OFFSET 711E CFNTERIJNC OF
LOCATED IN PAVEMENT FROM THE CENTERLINE OF THE RIGHT-OF-IUAY
--•F ELECTRIC LINE FES FLARED END PIPE SECTION M/18 A 1.4INOdOM PAVEMENT CENTERLINE RADIUS OF I12 FEET IN
-T----- TELEPHONE LINE c --- EXISTING STONE WALL LIEU OF COINCIDENT CENTERLINES. OFFSET TO BE LIMITED FROM STA. 0+49 TO STA. 3+43.
-----RD--- ROOF DRAIN MIN. MINIIAUM 0) SCCRON 7.C,1 MINIMUM 31DTH OF SHOULDER EQUAL TO 4 FEET
CE14'l.F.D. WOOD FRAME DWELLING NORTH ,r�o�R y , A���� �,,,� IN LIEU OF 6 FEET, MINIMUM MVfH TO BE LIMITED FROM STA, 0148 TO STA. .3+43.
MT. CONE. CEMENT CONCRETE WATERI?AIN .I�( MA y� Ij
BIT. CONC. BlTUh11N0U5 CONCRETE -,;.--. � E) SECTION 7.D.1 A WAIVER TO DEPOSIT E6,600.00 INTO THE NORTH ANDOVER SIDEIVAI.IC FUND
GRAN, GRANITE WETLANDS LINE (EDGE) 1N LIEU OF SIDEIVALK CONSTRUCTION.
TYP. Q A--45 IVETI_ANDS FIELD FLAG
( � TYPICAL F) SCC170N AEI A 1✓ATVER TO PLANT STREET 7REE5 7N CLUSTERS IN AN EQUAL AMOUNT REQUIRED
T.F. TOP OF FOUNDATION ;r>a HY0. HYDRANT BY THE SUBDIVISION REGULATIONS IN LIEU OF EVERY 50 FEET, EACH SIDE OF ROADWA}.
C.F. CELLAR FLOOR ELEVATION GUARDRAIL
R RADIUS � J l L
EDGE OF WOODS
DEVEOPER: G. INSTALLATION PLANS FOR UNDERGROUND GAS, ELECTRICITY TLEPHONF",
L LENGTH AND CABLE TELEVISION U77LIHES SHALL BE PREPARED BY THE APPROPRIATE
SUBMITTED TO THE NORTH ANOOVER
WATER SERVICE �vrrr A ExfYy7�[ err �Cy 7v�7TTD�v DEPARTMENT OF PUBANY LIC 1'0RICS PRIOR TO INSTALLATION.
--SS- SEVER SERVCE r.. T .1V11[.i11E31'lLr �7 li.ClC/R
--S-- SEWER PIPELINE 196 MAIN STREETATOTAL PARCEL AREA- 343,785 ST. = Z892 AC.
A NORTH ANDOVER, AIASS, 0 845 RIGHT—OF—VIA Y AREA= 39,214 S.F. = 0.900 AC,
OBSERVATION NOL TOTAL LOT AREA = .704,571 S.F. = 6.992 AC.
'DESIGNER.,
A RRIAMCK ENG.WEERNNG SERVICES
UG PARK STREET
Si) ANDOIDR, MA SSA CHUSETTS 01810
/ � F4Je 4Sa tNl: 1
��J 1 a Ille�knnnlll STEPHEN �� .'LSe�g, R.L.S.
3
c'
cl , INDEX
1 TITLE SHEETS
2 PROPERTY LINE PLAN
3 EXISTING CONDITIONS PLAN
A
4 TOPOGRAPHY, GRADING AND UTILITIES PLAN
5 ROADWAY PLAN & PROFILE
6,7,8 CROSS SECTIONS, DETAILS AND CONSTRUCTION NOTES
IJ0CM :MAP 9 EROSION AND SEDIMENT CONTROL PLAN KEY MAP
SCALE;' I"=G00' 10 CONDITIONS OF APPROVAL SCALE 1"==200'
FOR REGISTRY USE
3 APPROVED SU6JECT TO COVENANT CONOIITONS
f} SET FORTH IN A GOVENANT EXECUTED BY APPROVED BY THE TOMY OF � �R��► �AWLERI< OP THE "I HEREBY CER7FY THAT THIS PLAN WAS
J DATED AND TO BE NORTH ANDOVER PLANNING BOARD, TOWN OF NO ANDOVER, HEREBY CERTIFY THAT THE PREPARED UNDER THY DIRECT SUPERVISION, AND DEFINITIVE PLAN
RECORDED HERE IdTH. _ �9 NOTCE OF APPROVAL OF THIS PLAN BY IRE PLANNING THAT THIS PLAN CONFORMS TO THE RULES AND r
— VA IE THE SANCTUARY
BOARD HAS BEEN RECEIVED RAID RECORDED AT THIS REGULAROA'S OF THE REGISTRY OF DEEDS.
K Y OFTICE AND NO NOTICE OF APPEAL. WAS RECEIVED ALL SURVEI?NG CONFORMS TO THE TECHNICAL NORTH ANDOVER MASS. It
DURING THE TIIENTY DAYS NEXT AFTER SUCH RECEIPT STANDARDS FOR PROPERTY SURVEYS OF THE DEVELOPER:
47�1•"�i/I+�( 1 0 I 2 AND RECORDING OF SAID NOTICE AMERICAN CONGRESS ON SURVTWNG AND MAPPING." 5T, MC TAEIIIS CHURCH
196 IJAIN'STREET- NORTH ANDOVER, hIASS. 01845
SCALE: AS'NOTEO Oir�r ""-1
l +t; _ DATE: LIARCH 31, 1S98 REV: APRIL 2, 1999
F1T.ED TOliw CLERK .MPH, P'Lr R,L.S. MERMNACK ENGINEERING SERVICES
66 PARK STREET
NEARING lorr'v< ANDOVER IdASSl1CHUSETTS DI 10
.....»,...,.. ,._.._. .. ,.. _..�..._"__ ._ nilF eHP s nr to
APPROVED BY THE TOWS OF
NORTH AN00 ER PLANNING BOARD
NOTE
DATE I. IRON RODS OR DRILL HOLES TO BE SET AT ALL LOT CORNERS
to L�II� T /d:75fI•/1�. NOT OTHERYASE MONUMENTED.
FILED
HEARING
N/F N.F.P09ER COMPANY
FOR RE TRY USE EXCLUDED AREA
-2,162 S.F.
THIS IS TO CERTIFY THAT TNIF.NTY (20) DAYS p-SI'S5'13"
HAVE ELAPSED FROM DATE OF DECISION PLED L=54.37'
WITHCUT FILING OF AN APPEAL. 5.20 excLuaEti AREA
PROP, 2o' W'De N3f:3G'15 c4,741 S.F. y
�,, � PROP. ORAI,IACE AND pFoC.SiR1AN ENT
9.33.67'
GATE-D�{,/VYJQ�W ��-,_ Q 9 '9 ACCESS EAsEMFNT AECE55 EA-SEA'
TOWN CLERIf � V4 J� /11I1� 2.44.57 9S 6 ✓'
h SS
L O T 22'p0 pS o -i7 N-so.Oo, h. ru -PRO?, DRAINAGE AND v
•5 r o �1 1 �R
�1 AREA=32,269 S.F. N1 \.' 1,10• S 68'lJ'45" E °� ACCESS EASEI,IENT
g 4-4251'Of" ry
o EXCCUOEO 2,182 S.F. ���ZN h7'S0 L=44.87' n /
TOTAL=34,45f SF iy� g1 J�-167f'Sf" 9 AY
-079 AC, N 4i R-60.OQ'
L�28.30 _ EIS- {�
COA=32,022 S,F. hH 9 50 N5$73'45"E'I p=368.62,°
D.�$5? 85.61'
F5 1, ry1 Al'56 Vo°T�� f'. / t�9
DRAlJ3AGF, AND -.._��--.-� � k� � EASEMENT DEFINITIONS-
PROP.
ACCESS FASEIIENr u•`1 / 5,}3%.. -- �Oh�A, �9� ➢ y1°�,00 n�{�T5 /o° NAME
ENE CURVE
` 2 \P� 5g�0"fE'�, R/ A=227f'19•' `y. REARING DISTANCE RADIUS LENGTH DELTA
E1 N34'24'36"E 86.97'
L=23.24'
I )n' .1 a T•--��` .., V ot, E2 580'19'54"E 39,66'W - -
�,
E3 - - 170.00' 122.73' 41721'49„
E4 S34.32 J, 137.D0' - - -
^� 11 If w E5 S51'49'03"E 152.00' - -
h� EG SO4'51'37°V1 09.57'
1 E7
N31'3ti'15"E 51.19'
L -
OT� /�J~ �� E8 N31'36'15"E 47.16' -
rn ` AREA=143,9,38 S.F. O N34'12'21"14 50.F18'
N BT32p
E9 17/ co 0 1O! 5 6 0 � XCLUDEU-1,741 S.F 4� ,
r - - ��' E10 N57'55'08V1 92.09.
41 p LOT
v 11 �1 7RA-6 145,679 S.F.
! AREA=74,441 SF. O
0` GAA=68,756 5.f 4 F:11 S31'36'15"M1`1 65.4
n p , AREA=25,000 SF, `M1 =1.7f AC, fOD� O -
GRA=23,667 SF; /Q E12 N77'52'01"V1 90.00'
t
Cf1A=18,794 S.F. r, 4 E43 NIO'22'02"E 110,32_' -
� Q-
r E14 N40'25'51"1Y 130.00' -
Z -PROP. DRAINAGE AND
h La29.16' 00 :=,�o ACCESS EASEMENT
2 n A-I ry•4J'55"
1' 5Q 5' 2 1/^ •o,r b STONE gaut"o TO!3E
N 7=of 7vf ..-41j 8.'91 65.40 -(� 1� sEr(rYr) /
L�29.1G' 4 �
a1G'42'32" I {
LOT 1 � � 50.QQ' w ,
AREA-25,000 SF, I °�( �C41
-0.57 AC. NiN filly
COA=25,OQQ S F, w
n'a / 2.18' _
=100% i.�47.M1' z R�Jo.Oo A S 34-42:30" V'J
p=90'00'00'- L=47.1$
q -5FJ.Q4' =�40U' A-90,0000" J '-� - { i` yu 16.1_90' w .
.. � ---1�'-�-�.a.- sir•'` _ _ y ayy�o 'et.
PROP, DRAINAGE AND --�.__---.-._.,_,_....a--__.._�_-__-.-.._.__.-_____-__.�_._.�-_-_._...._.__-_�-..-..__-._�.__......_._.-._-�- � ant •
ACCESS EWIXrOT Ilu,aaaaT
SALEM O965 ESSEX COUNTY LAYOUT) (PU$L)C-5o' InnE) STREET
--------------
iN S Y. P.'. DATE
/ p 1 THIS iV'0P,IFORMS, TO THE RULES AND
90�,'OA.THE REGISTRY OF DEEDS
N/F NANOY A. MY ft£Ai.TY TRUST , � A IhPO RFALTY CORP.
NN
JO R A110
f/ / VJOLET T.FOSS
/ ✓/ 1I
t ! oIEPHE STA 141SKI, R.L.S. DATE
DEFINITIVE PLAN
THE SANCTUARY
1JM1.NORT oEVEALNDME MASS,
ST. MICHAEVS CHURCH
196 MAIN STREET.,-NORTH ANDOVER, MASS. 01845
f � SCALE: 1°=40' `
"0 20 "l0 60
i
i
DATE: MARCH 31, 199$ REV: APRIL 2, 1999
ERRIMACK ENGINEERING SERVICES
PARK STREET
--^^^ OOVFR MASSACHUS JTS 01810
tC/ 60 APPROVED BY THE TOWN OF
NORTH ANDOV PANNING BOARD
7vr9.P1z'- �'. -lc}arci 1
�b Ic � L DATE
FILED
HEARM /
+ 100 Fool RVFFER ZONE(TYP.)
e x TR 50 FOOT NO BUu?Z0uE(TYP,) `
FOR REG Y USE 26 FOOT NO DISTURB ZONE(4.)
THIS IS TO CERTIFY THAT WFNTY (20) DAYS
HAVE ELAPSED FROM DATE OF DECISION FILED N/F Me. POM COMPANY
WITHOUT PILING OF AN APPEAL, / RA
DATE
3v"v,
tp
T0WN CLERK
CLERK
f,4
•zn/ a� a � a � /� J
-"-t' ,�
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`s n ,c �\`'�.,�tifC•,s�J'�4n`.m.. �4W � �n / � � r' �. ..-.. Imo- ��i -�. � �� rr r „dr""�' � �/ ,ve ' l+,s°.
i l --.;�� �.-��� Yy., y es� o r�� --." ✓/ '�. / P + � _..s'�'�J r2_.� � °,.°e. _� 1/ —�+,.�-�!/ .__i� 0
1 ! Ty�ti b\Pp Q / e ! r j✓ ;� - - 'y�� �_ - -- 7T U Al/
I \ �\� -y+°0. h" �j/rr •,� / •o-°` c, � SS� / rF,� / � ', ��ye�ct�'f���t— _-�- �./
41 �`•g , \ �\\\ �,`-'P. 1,.`A;jr +ti$�s,� 6'� ._- .r, o��^� � eC ' ,Y// ' ,e1�/_`J �h`;�~--/eso a^1 . //�,'ro+ /~ /
4 �'R t \ ` ��• � �'0 ��; r+°P I ��� J Gam\ \ter �o�' Z \. �b s
4 +` h�'ro � Km ea I..3' I "a-°p - -1•'' 7,�' x ` 0 �trs
\ ,�e� c' x ,•," },n-\ p"q,, *,t°fie �~ ``h r/ ysa JPAn I s11 / t00 YEAR AE FEW ROI FLOOD ANE P�AIN 98- 007
'.� s \,e+` "'\wcN �o r •py r t \\ 4{., .. 1 "6•y 14 p A r''6R `1�\
ryas ,�s`� ww rR < I •4^< I Tj, `C ,s%° �ro '� s �,r, �.' / ts' ty1 DA7FD JVNE 20 1993NEL�25D098-0007 C
rr/ 10
"
1:41
05 +� -F ♦ G ,�' I:v-1y991 �y`6 -OUn
1 1' +
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y pEa ♦ r p a s' ;Y.Y �aI JOh 59 CY, P.E. W DATE
THIS PLAN CONFORMS TO THE RULES AND
REGULATIO 4 THE RMSTRY OF DEEDS
ly,:a^fi.,
--y{�7 0 1 y.
i5^ �u^ pl 1.# �FP11 'A
r / � 4;
t'-r�°--'---!?°---�. �n /.�"fill G• [ *1}•
ad' +---i---� � �-_. 4 -.�'�� / w �a�-i�-��- +�, �.+ +.d }" + ro ' >° s s;6 - a ' �"' ,-, }+�,1�\\ +`S• 4 s$t� 'p'' !
n+ } 46,6 a,; ti +}t,? +y,n�" s�.wuu°ti }� �+
I ^Illiii� . P ,o `,bs ., }~ ucru.`o.frart. �a� ,"ta 5 PHE V5f<I> R.LS. DATC
-nn-�a•:�.a .vnro• _
,, if 1 / fV h +}"rop wacr n.v:rs r1+-16ad ,°'°i srae e \� }1'�, DEfIN#TINT- PLAN
THE SANCTUARY
q� /,, NORTH
A'AT7� �7T��7 �f��Y�1 Il/F /h\' RIPC REALTY CDRP, `tia�+ +s"a++ eSA s? �" i I "1 Iv St 1'1 V�111 k71V JJ�Y.U'11 iYlliwJf.7,
N/F :&A!RfAi zY 7RU5Y // (,)// + 1,1 1 f
IMN R.AND NANCY A ,+ 7.T,
cRlsasTAuo UDceT r, Toss I f 04'rNER Np DEVELOPER:
// /� i i ST. MICHAWS CHURCH
196 MAIN STREET - NORTH ANDOVFR MASS. 01845
SCALE; 1"-40', 0 20 40 i30
//Q I DATE: MARCH 31, 199& RF'V.: APRIL 2, 199
IMERRIMACK ENG NEERING SERVICES
66 PARK STREET
kNDOVER MASSACHUSETTS 01810
APPROVED BY THE TOYN OF
tJ l NORTH ANDOVER PLANNING BOARD NOTE
1. LOTS 1, 2, 3 AND 5 TO HAVE GUTTFRS AND DOVMSPOUTS CONNECTED
�.r. q�` TO INDIVIDUAL f_OT LEACHING PITS. SEE INDIVIDUAL LOT GRADING
pgTE 1 AND SITE BRAINAGE PLANS FILED 111TH NOTICE OF INTENT >OR THOSE DETAIL&
LVI-
vwJ eU ICED
l FEARING 160 FOOT BUFFER ZONE(TYP.) /
n.d ,. /
50 FOOT NO RUILD ZONE(TYP,)
FOR REGIS Y USE 25 FOOT NO DISTURB ZONE(im.) OG
N/F N.E.POKER COMPANY
THIS IS TO CER'IIFY THAT TWENTY (20) DAYS Po
HAVE ELAPSED FROM, DATE Of DECISION FILED PROP. REMOVE EXIST.. VEGETATION PROP. L40RFARED
VATHOUT FILING OF AN APPEAL. I'RTHIN PROP. PEDESTRAIN ACCESS - s!!
FIELDSTONE RETAINING
EASEMENT ANO LOAM AI;0 SEED WALL (SEC DETAIL)
,�7� PROP. hfORTARED SURFACE- (TYP,J //
LX4,13 !�!+al,�9g9_ Fi£LDsroN£RErvNfuc f ?t r / 1 /
DATE
WALL (SEE DEIA1L) 'y r.;F'[' J r \ \ / F �' / /r-
TOSYN CLERK PROP.+PO,VD 20
T 5 T' 1• 1J_ 1 5b a 6 ) P POP.jjDl;rD 30 P E/j `' / �Ql, T
15 �r • �,��� �'r��.J, .J_�.��"Jr/_ ti o rn 1a - /,I'SfF� ETA1L) / �' / T rr / F' 6.0
Z�/•
VJ5 VIlDK IItsl#A% (� r o-rs 's`r^
t• J J�- .. �,� sa -Try_ r _ a A SLAB "�" LY,�H , Fl/.ERGSVL�y SP1LI.IVA)
j ! /} r caR. v 1
4 /rLU PROP. W.FD• SCA9 "� . —/ \h _�...,.y , " .z ! ei50.d'+' , - / qN 43.0
74145
•I: 1' / 6/-'Y._
o,`77 J
J
=149.0
564
TLAN0 FILLING !� PROS. •1,965 S. . '+ 15
PJ?0fP�,;3��7 S.F. i s ,a ILE'7LAND 1kk PROP. GRA55 LINE
y\ r AR
RR710F11.5 // 41� { 5 4^- i REP[ACkfr1T .JFr .Y�l'��y \r 5OT/.�.. 1;'.,� .,o�s # SWALE(5EE DE.7rAr ._ -1 .'; �`.,rw ;ys.' /Q''��r %•- �e`9 t /l
\ t�(7t S�TOTAtt�—PROP. wb SF. t''F'.,N'..
nLLAVG '" " sy^ e•''I „ 2� i ` /.
Nt,RAP EgPNGY 1 \ ,�\� ZOA'E AE FROA{PANEL 25pp98-OOD7 C
100 YEAR FEMA FLpOD PLAIN£LEV.=i47
D(9$1PATOFJ(SEE'DETAIL) a' �' �� J ( J
(� \j .rs- N- a �,+� / \ DA III JVNE2, IS93.
Mf. 0 -PIE7LAN�f1�frrG
2'HiGN FJELOSTO"JE 56 y1\ _" / �•
fvALl LAID DRY PRr?F,f,'I'r! S.F,r'''.+' NIGH RELOSTQNF. 1fALL
T£MPORA Y D15l�iUk-(DN_ -LA79 DRY SE£'OETAJL
(SEE DETAIL) ^ I :' 'O AL ( )"
ROP. P(h`1D i0 \LO 1
(SEE UET4IL)
OT
55
A
JIr SfjO +il T' , 1: !�^ :;q / \� lr'✓�::), 5 //
PROq. W.f;
/ &4 GAR.
I I' 0 SLAB +' r a t'Y ' !,pa.+ F ___-.1 7lr:✓:.�: ..)�5'` ''s'
60
�i ,C.F. 154.5 I r5 \•\ \` '4\ c' \+ ! � �T�"�':�i,i'r.' �,����35,• a1 i
I •.�. 9 J5 \, J@� :>`''< `\ ` s.c. I _ ri^ :;'}y �ksLs,n
55
��.+� /� _y41��`' � -- �~� __. -v/ - '+,a _Y� - '" -,f,- P;,i -... __.i:.j-.7�:'���_'�-ri��P�J_ J.-J�_7�)"A.�r Jt.��.J y,1,:,d'•rl,"f.�rFt� r yi�- . .sue•
RENC71MARK
z',L n — --'• T lsMN Rim ELEV,146.60
\y,. —^\�'?-— t�_. r � ,, "�`_-�+�.,.�- s s`_s����_ 35 . f�,i--+�'r�+_�tti��^____-r��v-1—r-5`'^F.J _r�,�rY"��.,"? } r�� � [_., _.�r`_� /.�}�•,T ire
,[yam `I• i 1 f I 'i i � ��^/ `;o, � `*� i53 F A 1y1` ,f L,.-•� �r. , t ,,i` ri, �
sour
/rw�//i N/F �+ +' ` I I j .0 rs�aysn� DEFINITIVE PLAN
REALTY CORP. - ' i�,' ,.> f / '-0" stet-
/ r ^��`� r I 2'i � +�" >._'r.�.,[••,-°` THE SANCTUARY
fJ/F JAM REALTY TRUST �/ J / tJ/F _ //�f}�}
ANP
+k11fu R toll NAfJCY A. / ' WaLET T FOSS -_%`� 1 I �j-i r NORTH ANDOVER MASS.
CRPSOSTAsiO ' f W I
/e ;' I f ,IOH SOiJ E. DATE 01 AND DEVELOPER:
TO ST. MICHAEL'S CHURCH
/ I I THIS PLAN CONFORMS THE RULES AND
n ,•� / i 4y 1 REGULATIONSSQF'+THE,REGISTRY OF DEEDS 196 MAIN STREET-- NORTH AFlDOVER, MASS. 01845
/ 1 I SCALE: 1"-40' 0 20 40 80
a /
� / . / [
/ / aravrk ey DATE: MARCH 31. 1998 REV: APRIL 2, 1999
14ERRIIJACK ENGINEERING SERMES
/f '_tsf ray 1 66 PARK STREET
D TE ANDOVER MASSACHUSETTS 01810
/ TOPO, GRADING & UTIL. PLAN S1iF..F,.T 4 OF 10
a16-1 .
i1.rL. . C�/ d1l APPROVED BY THE TOWN OF _T aT \ I S(A. 4+60, 34'LT
p STA 3+87, V LT. J PROP, FES 3
� '))-u NORTH ANDO R PLANNING HOARD \ PROP. siiN 9�/ \ SrA 3+3a, 1'LT, I 1J
sTA 4+31, t'tT. -STA 4+60, 10'LT NOTE:SEL SHEET 4 FOR BENCH{ARK LOCATION
/ PROP, CR 3�ROP. SMH 8 PROP. SMH 10 STA, 4+Q0, 3'LT (EXIST. SMH RIM EL.=140.60 NEAR SALEM STREET
DATE 1( s7A`R{79, 1'Lr PROP 6'DIA. OMH } MOSQUITO BROOK CROSS CULVERT),
PROP. Sh!
7 STA, 64-20
J AROA, SMH 11
P)FpP. INV.IN=}49.30
FILED - �
IN7T,l 0AR RACK PROP, 8"-G'REDUCER,
\\ 1r � _ O x • / / 6'GA TE VALVE, AND HYDRANT
/ yr! HEARING PROP. CO.4, Cavc. \ r q �• tia /
RETAlMNG I'JALL AIR/) 5TA. 3+05
rZ;ARD RAIL AND PROP. BLOIfOFF' t STA. 6+49, 12'LT
CHAIN LINK FENCE la ! PROP. CB 5 PROP, 2.5" VAN. CALIPER TREE PLANTING (TYP.).
(see nErnrLs} rr b• • SPECIES AND EXACT LOCATION TO 6E APPROVED
FUR REGI TRY USE PROP, ROJOVE AND REPiAce rf7 BY TI-IC NORTI.{ ANDOVER DPW PRIOR TO PLANTING
PROP, 24'3IDF20 / EXIST. CULVERT 'J SEE DETAIL).
THIS IS TO CERTIFY THAT TWENTYTY HIT, CONC. PAWMFNT
( ) DAYS IV/81 r. COLIC, CAPE �E' PROP, !NV OUT=f 47 30 \
HAVE ELAPSED FRO"A DATE OF DECISION.FILED \ COD SER( IS6TH BAR RACK AND
VATHOUT FILING OF AN APPEAL. `\ STA t+15 RIP RAP(SEE OETAIL) \ A \
\ , STA. 2+50 STA. 4+80, RT
J` PROP. 5hfN 4-- \6 \
\� PROP. NO PARKING" '�i STA O+� 0 'Y PROP. ULO[Y--OFF VALVE PROP. CB 4
SrCN 'J''J ROP. SM 3 A 4. STA 2+27, 1'LT.
DATE---L��1 UU� �_. E_!-i 7� __ ti PROP, stiN E
jj IVATERMA1N
\� �\ \ o''fe'�•, STA 0+63, 35'L7 _ } 1 3•42 STA 1+83, t'LT [ a�_ \ •!Y,'
� M PROA SfdN 5
TOWN CLERK iWl �I- PROP. FES 5 U /
�`� SSA L7
PROP.. 1 `O `� 57A. 6-1-35, 24'RT \
\
PLOP. SCHOOL —PROP. BFND(TYP.} v \ PROP. CB 6 ;
STA. 6+48, i9'RT \
AREA ,( STA 0+20, }0't T \
,a ° • PROP, CB P PROP, 6'07A. 0MN 2 \�
STA 0-30 \
�1 \\ PROP.` SMR 2 \ pROP6F"£S 4 4—RT
r•I' \ STA 0+63, 46'LT \ L�
;off 1G9C4. _. •` • V 2 PROP. FES 2
tiF tib�c fy \ \ STA 0+20. }D'RT
p A.pp,` cyQ,p sfy n,�� •' I, PROP. CB 2 r
PROP. RELOCATE Q
EXISRNO UIILPTY POLE
PROP. 8"GATF• VALVE N EXIST. GR AIIE
PROP. RESET EXIST.
`> C8 RIM AS NE£DEO ,�-
o-�+^b —PROP. 12'XI2"X8"TEF z
PLAN---KEYES WAY
1 -40' S�R� EXIST. PNV.OUT"y3873O7 OE5 GN) .Vn
i \ PROP. CORE APJO 000 E'XN.. SLIP' S=
`� PROP. PNVIN=138.90 166 EXIST, SFAH 1
PROP. 5hiH 8 ��Q� � % \ •�
PROP. 8' HIGH POINT STA = 2+60 A .� ` \ ? PROP. 'NO PARKW(3- PROP. SMH 2 { RIM=15D.5
STA. 24.60 1' L �y s,
a? TRANSITION HIGH POINT ELEV - 154.72 RiFA=154.60 " "' ~ �� 5GN RIM 161.8± EXIST, IPIVJN=13B.57 DESIGN
;>•" \". \ (MATCH EXIST, GRADE) EXIST, INV.OUT=138...37(DESION)
r c] AREA INV.IN�l42.40 s \ '� \ +' INV.€N 139.3((KEYES) PROP, CORE AND BOOT EXIST, SMH
n INV.OUTW142.30 / ��\ h .;ms ¢ INV,IN=139,1(SALEM PROP. INV.€N=138.60
II PAVE. RADIUS �,+'
?:�
w � =112 FT. PAVE CL RAD1U5=125 FT, / PROP, 661 LF ",�,� ,dam \ \\ � a 3 INV.IN=139.1(5ALEh1)
-e PM STA 2+60 6"PVC SAN. SEIfLN \ ° a o - -
PROP. SMIT 5 S=O.Otl50%' \ o
I" PROP SAIH 3 STA. i+83 i' LT PM ELEV 155.02 \�\ �` cr _
n. STA. 0+68 RIM=154.13 I I<=di,6 I PROP, SMH 8 n z
}OO.OD' VC n w
a 0 RIM{ 152.70 n a INV,IN=142.0D STA, 3430, 1' L EXIST. GRADE.
o RIM=154.20 EXIST. LEFT SIDELINE Cc W
� INV.IN=i41.2D + INV.OUT=141.90 PROP. SIvIH 7 r`
INV.OUT=141.1 STA. 2+79, #' L INV.IN=143.20 EXIST, RlGH7 SIDELINE PROP, GRADE cq
CA �¢ ¢ RIN=954.70 INV,OUT=10.3,i0
+ + 15O---. ...
9NV,IN=142.80 -
160 _ o z- E cn a _- o a iNV_OUT=142.70 It + -
d d w PROF'. SMH 4 d PROP. SFAH 9 PROP, SMH 10 �-
to m STA. 1+15 1- n STA, 3+87, V LT STA, 4+31, #' LT PROP, 51AH 11
PROP, SMH 2 in co 8IM=953.30 If Fc RIM=153.50 RIM=152.90 STA, 6420
STA, 0-30 0j INV,IN=141,60 it p II u1 INVAN=143,60 INV.IN=144.00 R[M 150.70 _
RII4=151,80 a INV.OUT=141.50 d INV.OUT�143.50 INV.OUT=143.90 INV,=145.00 f
{{MATCH EXIST, GRADE) - -., _
INV.IN=139,3 KEYES r - - -- -
INV,IN=139.1(SALEM) yl - -- - �- PROP. P2"S
INV.OUT=139.00 _ 1 - - PROP.
\ \ O CAP PR
PROP. 25t LF 140
24" RCP »PVO SAN. S 11$R
I
170+ LF S=O.D080'/'
PROP, CB 1 UP. CLAS 18'RCp -
RiM=151,90 POP a CL011"A1£Rld €
CL , Y IER.fAIN
INV,OUT=148,80 F pR p, 56 L P OP. 4,
M.
PE OP. 26T: LE —-- —- - — --._, p p r F PR P 5O 188 L f3
12' CLASS V RCP PROP 68+L PRQ 4 8 e.._ g_0 0054 - '066g n
S=0,0050'/' R P. 7t 8 PVC S=0. 60' v v a n h h h
8Q n\fG4r 5 8" 2, =0 0070' '5=0. 0 B' PROP, FES 4
{f INV.OUT=146,00 'l � ~
R6P. 98 {.F O 0
PROP, CB 2 $00. 84 AROP, FES 5 a�, g PROP, GB 5 t0+D0 t0+50 tftod i1 F50 12+00 12450
RIM=151.90 PROP CB 3&4, L&R PROP, 6 DIA, DMH 1 PROP, CB 6 R€M=150.00
INV,IN=148.71 140 - - - 1NV,IN=148,40 - RIM=152,3D --RIFA-iS2,20 -RIM=150,00 - INV,OUT=146.90 PROFILE-SALT STREET
PROP, 80+ LF ¢ - --INVAUT=149,10 INV,IN=148.50(LT) INVOUT=146.90 PROP, 31+ LF H:1 -40 V:9 =4
NV.OUTA148,60 STA, 2+61 5' L CD 3-20+IF PROP, 14t LF 2" CLASS 3LRCP
12" CLASS 5L RCP INV.IN=148.90 (CB'S)
PROP, 32t LF PROP. 8' IjIA. DMH 3 12" CLASS RCP 12" RCP
5=0.005'/' i INV,OUT=148.40 5=0,0097' „iiv.;
12"S- CLASS V RGP RIM-154.70 o S=0.p100' S-0.0215' ,o+'
5-0.0063' ItVAN-149.20 �- C 4-27+LF
/ PHOP, FES 2 Q PRUP. 6 DIA. DMH 2
w w INV.OUT=147,40 12' CLASSS RCP �z
o c� INV,OUT 148.00 RIN-150,40
_ ram 5=0.0074/ WV IN=146.70 CL DEYIN17IVE PLAN
- INVIN=146.60�CI3S)
7 rlVOIpN'.
FES 3 INV.OUT-i46.10 ;r ��5��
THE SANCTUARY
PROP, FES 1 J Iz =150.50 _7
INV.OUT I48,4G F a u- a 33fLF NORTH ANDOVER MASS.
3LA50-5ZRCPDATE OVINCRAND DEVELOPER:
>�a co 0 0610
3 DATUM F yF Y w a O o m THIS PLAN CONFORMS TO THE RULES AND ST. MICHADL S CHURCH
13 REGULA QRR Of THE REGISTRY OF DELDS MAIN STREET- NORTH ANDOVER, FdA55. 01845
a 0 o 0 o r o 0 o n o rn N d ¢ d d o- d w �•` "' SCALE: AS NOTED 0 20 40 80
4 o]N o0 o goo rn 00.d. r` 6 d,M +`{rn d d[O u'y to N 6? ,O o O r(1 n d. ul o N ra N r0 a) rD fh rn S ,
N 1� N N N Q r7 0) O r'i 0 d: d: N N ry ¢+7 1'J M r7 N c�1 h1 4 O b ID <t M ri rh rH M 17 i3 r� c\I
j In,n Sj'J �[] ul v7 ID U} vl �- ID 4]2 N� 1,7� In� i!') V) en In -.0 W F) If) N li'7 6
�` DATE: MARCH 31, 1998 REV, APRIL 2, 1999
- �44 I MERRIMACK ENGINEERING SERVICES
T 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 ���f P,af'` 66 PARK STREET
PRO Le i l S WAY STFP14EN' t."a APIN KI, R.l,S. DATE ANDOVLR AIASSACHUSETrS 01810
H:1 = 0 V:1 =4 PLAN AND PROFILE SHEET 5 0F 10
/�(�O APPROVED BY THE TOWN OF
NORTH ANDOVER PLANNING BOARD 3'-0' WIG RODS �f`I'v'} HYDRArIT FLANGE A11p BOL Is
FILL {S9TN COIFPACrEO PREP. RESfiA
/ GRAVEL(TIT'.} PEARWO TO PF INSTALLED PER TO BE AOJUSTEO 111TN RISERS
A AREA VANUFACTURERS SPECIFICARON AS REQUIRED
DEARING
IVATER17A71�
DIT SE pN ATFRR8E0 � AREA f 7 „_„_ G"GATE. VALVE 3'
f\1 MA7FRIAL y1" �y vri y.. INFU BOX
�hhh»> 12LaTA�/99� �r};a5n.fr ,.}as hs
A
FILED 1 UVD1STURRt_p IivnRArrr DRAW
CEAfEnr
ED SIONE
_ 17 ...,.�..._ 3,-0..RfAPrRC pLANBEARAGTE£ PLAN AfA L- CAP CLAN , kLDUC£R CRUST R�DcxE Y j1. Aaove H nrRANT DRArra 6'dtffl. !,I
HEARING AREA O -Rif.AREA
ELEVATION - VERRCAL 8F_ND5
VERT.
GRADE BON TO GRADE" 2.0'MIN. -HORIZ.
PROP. 6`C.L-9.LP, CONCRETE INRUST BLOCK
FOR REG TRY USE 4 - rVFiV r UPIDISTUNOLV MATERIAL LELfGTN VARIES Z PIT 3'-D'DIM.
_ 1 2" VALVE 2'-6"BELL,
HYDRANT
THIS IS TO CERTIFY P-IAT TWENTY (20) DAYS IVA7ER MAI71 rY y, HEEL HEAVY DUTY FLAT STONE DRAIN
HAVE ELAPSED FROM DATE OF DECISION FILED Y _ 3/4"CRUSHED STOUt
WITHOUT FILING OF AN APPEAL. t, rr 'y, Sri 2`TAP
BFARI.RG AREA PLUG 2 s0
�FIBOIV HYDRANT CONNECTION DETAIL
BEARNG AREA
DATE__Ot-TG HFIe .714 t�g9
4Y:7+y -THRUST GENERAL CONSTR CTION NOTES:
Vy//�/ � BRAS BLOCK
TOWN CLERKhU-0-'- ,*"A#j.A REARING AREA NIPPLE
„TY AW 5ECAON A-A BL,OI,'/_ CONN£C710N 1. ALL ROADWAY AND UTILITY CONSTRUCTION SHALL CONFORM TO
PLAN - HORIZONTAL BEND ALL APPLICABLE REGULATIONS OF THE CITY/TO'IN OF NORTH ANDOVER.
--ULW IVATER VAIN 3'--0"REARING AREA 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
SIZE, AND ELEVATION OF ALL EXISTING UTILITIES SHOVIN OR NOT
BOTTDIM OF FOREBAY SHO'AN ON THESE PLANS PRIOR TO AND/OR DURING CONSTRUCTION. THE
NE;v DESIGN ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES
EL=148.0 WATER ALAIN A FOUND INTERFERING WITH THE PROPOSED CONSTRUCTION SO THAT REMEDIAL
160 _ PROP. EARTH BERM_-- .A NEIV WATER MAN ACTION AIAY BE TAKEN BEFORE PROCEEDING WATH THE WORK.
�-- - - INV.- 48.4
JJEE x 3. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF ANY
j I PROP TOP (3F BE IM "7 u, S,•Y[r
EL.-1 9.0 I IIII r YY' r 1" DISCREPANCIES IN THE PLANS BEFORE PRECEDING 4YITH CONSTRUCTION.
EXISTI G GR DE y,E e„ rt.
PROPOS 0 GRAOF BOTT-M OF FOND r 4. EROSION CONTROL MEASURES SUCH AS HAYBALES, SILT FENCES, DRAINAGE
EL.-1 7.4 3•_p" k,Ay' UNpISTURBEU A 4'-0" I g4 RE1NF. BARS
'� MATERIAL I r + n7rH nF BARS DIVERSIONS, ETC. SHALL BE INSTALLED AND ]MAINTAINED ON A
155 - - - -- -- -- - REARING AREA BEARING AREA . CONTINUOUS BASIS IN ORDER TO PROTECT VIFTLANDS AND OFFSITE AREAS
� DURING CONSTRUCTION.
I F_'LEVATION - VER77CAL BEND
I PLAN - HORIZONTAL BEND PLAN -- TAPPING. SLEEVE & VALVf
C�' I:11NJ h 5. ALL LOT CONSTRUCTION SHALL 9E PERFORMED IN ACCORDANCE 5`ATH THE
t MAC_ I PROP. FES 2 ORDER OF CONDITIONS ISSUED BY THE CONSERVATION COMMISSION FOR ALL
! \ INV.=148.0 WORK IN OR WITHIN 1O0 FEET OF THE BORDERING VEGETATED WETLANDS
3_ __ - _ -� CONCRETE THRUST BLOCK AND ANCHORAGE DETAILS
SHOWN HEREON.
N07F: ALL CDNCRETF SHALL BE KEY WAIED WTO 01;DISWRBED EARTH.
' I PRDODE DiRUST BLOCKS AND ANCHORS FOR WATENUAW ANp 6. PIPE LENGTHS ARE FOR BIDDING INFORMATION ONLY AND ACTUAL LENGTHS
I - --- FORCE MAW CaVS7RUCVOY. MAY VARY SUGWTLY. PIPE LENGTHS ARE MEASURED FROM THE CENTER OF
1 ? g0 LF STRUCTURES.
lz"JRCP WATERMAIN NOTES
145 '-' - '' --' -f- 7. ALL BACKFILL TO BE COMPACTED TO 95 PERCENT ]MAXIMUM DRY DENSITY
FES 1 PROP. FES 5 1. IF SHEEnNG IS USED, IT SHALL BE CUT OFF NO MORE THAN 12" 4110w THE PIPE TOP, DETERMINED BY AASHTO-180 D.
INV.=146.4 NV.=14fl.4 2 ALL PIPES SHALL BE TESTED TO A PRESSURE OF 200 P.SM. FOR A 711n HOUR DURAROI!hrrrrrrdulA- $. SHEETING, IF USED, SHALL BE CUT OFF NO MORE THAN 12 INCHES ABOVE
3. WATER SYSIE41 TO BE DINNFECTED TO 50 P.P:hr, AVAILABLE CLORINE ANO AFTER 24 HRS TO 25 P.P.M., 94 AS TOT? OF PIPE.
REQUIRED BY 7HE 701EN 1VAER SIIPr,. IVA 7£R 117LL BE RXEPErIDEWLY TESTED.
9. UNSUITABLE MATERIAL FOUND BELOW ANY INVERT OR STRUCTURE SHALL
4. WATER P;PF TO BE CEMENT LINED DUCT7IE IRON "TYTO'I"OR EQUAL T1PE,JONT, CONFaTVIPIG TO A.N.S.r./A,IY.WA. BE REMOVED AND REPLACED WITH APPROVED MATERIAL, AND SHALL NOT BE
/� i/� A2L50/C15Q CLASS 52 ANO AS APPROVED BY THE TOWN ENGINEER. USED FOR TRENCH 8ACKFILL.
PROPOSED POND 1 0 DETAIL 5. ALL PIPING SNAIL BE INSTALLED AND 7ES7ED ACCORDING TO AL!W.A. STANDARDS PRIOR TO PAWN0, W PA14A'G OF
TRENCH IS REOUIRED. 1G. RIP-RAP SHALL BE UNMORTARED CITY/TOVIN STANDARD AT THE OUTLETS OF
SCALE H: 1"�40' PIPES WHERE INDICATED ON THE PLAN.
V. ,"_4' 6. 13ACKFILL TO BE COMPACTED TO Nor LESS THAT!90YL AIAX DRY DENSITY BY A.A.SN.T.O. T-1909 D.
7. ALL WATER PIPES SHALL PE LAID ISITH A dTwwbru OF 5'OF COVER OF APPROVED MATERIALS. 11. IN ALL CASES V,'HERE SEWER LINES AND 1`JATER LINES ARE SEPARATED BY
LESS THAN 10 FEET (FACE OF PIPES) THE WATER LINE SHALL BE INSTALLED
a RESULTS FROM PRESSURE TESTING AM}DISWFFC170N SHALL RE FURIPSHED TO THE rOaN NA TER SUPT. FOR APPROVAL AT LEAST 18 INCHES ABOVE THE SEWER LINE OTHERWISE BOTH LINES SHALL
PR(OR TO HAIER BE700 TURNED ON BE ENCASED IN CONCRETE.
160--- ----------- _.__.__.--..____-_._-..-_--- -_ 9. ALL WORK SHALL BE W COVFOROVANC£LOW THE T01171 OF NOR1N ANDOVER WWWR PEPAR7hrENr STANDARDS.
� I�� 12. STORM DRAIN PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP)
EXISTING GRDE PROP.I TOP OF UNLESS OTHERI'ikSE NOTED.
j I BERMM IEL.=1 7.0
PROPOSED G ADE I PRUNE ACCORDING 13, STORM DRAIN PIPE WITH LESS THAN 3 FEET OF COVER SHALL BE CLASS V
i I I PROP.I EAR BERf BOT 0fi OF POND 4- TO SPECIFICATIONS
I I INV.=145.9 REINFORCED CONCRETE PIPE (RCP) UNLESS OTHERWISE NOTED.
.. I I._ -�._-..._ -1_EL.= 43.0 BLACK RUBBER HOSE,
155 -r- - i- --'t - --- - EXISTING GRADE BOTTOM{ OF WETLAND ONE PER WIRE
BOT70fM (9F FOREeAY PRO . 4' VADE
I REPLACEMENT AREA Tl"1kST DOUBLE Sl'RAND 14. SANITARY SELY£R SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 FOR GRAVITY
EL=144.d EMEF GENCY SPILLWAY PROPOSED GRADE cn EL=149 0 #12 GALV. WIRE AND SDR 26 FOR FORCEIMAIN. ALL JOINTS SHALL BE OF THE RUBBER GASKET TYPE.
j I I (V11TH RIP RAP)
INV. 146.6 16D ---- - -a- 3 2X3 WOOD STAKES,
I 1- , I-1 STAIN STAKES BLACK 15. ALL SANITARY SEWER SHALL BE AIR TESTED, AND ALL SEVIER MANHOLES SHALL BE
`" ""'- r VACUUM TESTED PER THE REQUIREMENTS OF THE NORTH ANDOVER DEBT.
150 _ - I _�-- -- - - -_- � I 7f?EE WRAP TO FERST
. 1..�_.. �� �� $'iFM1N. I I I BRANCH
FES I 1 `1 SET TRFE AT
INV.- 46.0 I i I j NURSERY DEPTH
PROP. 70P OF I
E ,BERM EL.-147.0 I I c�,' 0 UNDISTURBED 3" BARK MULCH
�, €AYFR, DO NUT MULCH
\q I I,tIN. t551 - �LT_E suacRaDL�
j S- 0.005 - - \ I \ I SEE SEPARATE WETLAND11
` j \ I I j AGAINST TRUNK
145 -�--t----- --- -- - ---__.I - I f. M: --r , � I '� REPLACEMENT PLAN FOR Iµ
PLANTING SPECIES AND -4" SAUCER
DENSITIES.
I I . s•
j I PR"OP. 4Gt LF 1501 S-TALN,-- \ I iu �ver7 DEFINITIVE PLAN
`5-0.0160'/' MAx. � r � REMOVE PLASTIC BURLAP r,11 s°Is,l"„�`' � THE SANCTUARY
18 RCP
- --.�-- -I ---- - ..- 3'I BIN. COTAPLLTELY FROM BALL.
140 INV.OUT143,6 ! 9 IF 1 1 DOWN TOP OPUTHRD TURN ,JOF#N 1JGY, _ NORTH ANDOVER MASS.
I D DEVELOPER:
I ' I THIS PLAN CONFORMS TO THE RULES AND ST. MICHAEI;S CHURCH
II
It i j 1451---- -- -L� M1EQ. EO. E0. PLANTING SOIL a• }MAIN STREET - NORTH ANDOVER, MASS,
01645
1 REGULATIgW,rk�`°FHE REGISTRY OF DEEDS
,35 ...___. _ -T j - - WIDTH OF PLANTING -
--. ---L... . . ..........---- ----._--__._-� SECTION THRU PROPOSED PIT IS TO BE 3 TIMES ''��6'« scAlE: As NOTED D 1 z
PROPOSED POND 30 DETAIL THE 171bTH OF THE DATE: MARCH 31, 1998 REV: APRIL 2, 1999
WETLAND-REPLACEMENT Rnor bALi. f' �' ,� r
g SCALE H: 1"=40' QT
MERRIMACK ENGINEERING SERVICES
a V: 1"=4' SCALE H! I"=40' MEE PLANTING DETAIL ' �� 66 PARK STREET
V; 1"=4' N.T.S. STEPHEN E. PIN KI, R.L.S, ❑ATE ANDOVER HASSACHUSETTB 01810
DETAILS SHEET 6 OF 10
ziL-�7 f,TJ�ao 12• LAYER OF ROCK, NOT LESS STEEL BEAH RAIL
5�
t-JA' h�-��' /� T1iAN 6' iN DIA!1E7ER G„ a.,f/g.��,, RAIL WASHER 5/6"RAIL DOLT-16" LONG 3ROTF�E � 1 PER POST, FAIN. 2" THREAD I. POST SPACINGS, APPROACH END AND TRAILING ENDS ARE SHILARROUND WASHER(CUT STCEL) TG THOSE SHOSS'N FOR STEEL "II" POSTS.
HEX NUT// /p- �r� w ry ",• _" --' 2. ALL NUTS, BOLTS AE:O WASHERS ARE 70 BE:GALVANIZED.
6` FILTFR ELANKET ! 3. ALL 14ATERIALS AND DIMENSIONS OF FITTINGS NOT SHOWN ARE TO
�$ e£SDALAR TO THE CORRESPONDING ELEIAENTS SHOM4 FOR
40% 1 1/2' STONE BACK--•UP PLATE STEEL"H"POSTS.
tea$ 8� 40% 3/4' STONE: ti/16"600 HOLE D=1 12"
_ 4. ALL SPLICES ARE. TO DE VAOE AT POSTS,
20% CRASHED STONE 11 6"XA" WOOD POST
--� 5. FOR THE TYPE OF WOOD AND VOOD TREATIAENT, OTHER MATERIALS
ACCEPTABLE SUD-GRADE G"X6" v.%D POST----�• AN€J fdET}{ODS OF CON511iUCTlO,U, SEE SPECIFICATIONS AND SPECIAL
1 B"X6" MOD BLOCK r3 PROVISIONS.
TOP OF SHOULDER 1'--2"LONG S. RACK-UP PLATE IS PLACED BEHIND RAIL ELEIJENTS AT INIER"ED1ATE
KFAR REL'. TRY USE _
POSTS, LE.NON-SPLICE LOCATION.
TYPICAL RIP—RAP S W A L E D E 1 A I L N11AIN.
7. STEEL POSTS ARE 10 BE SUBSTITUTED AT THE SMAE BID PRICE,THIS IS TO CERTIFY THAT TWENTY (20) DAYS I � FOR CERTAIN WOOD POSTS IN A WCOD POST RUN WIEN CEMENT
HAVE ELAPSED FROM DATE OF DECISION FILED 1. �r CONCRETE RADEDI,IENT IS REQUIRED.
WITHOUT r1LING OF AN APPEAL. B. ftEN PLACED IN14MIAN CHANGE TO THREE REAKI, AND CHANGE
IiEIGIIT TO 2'-8 f/2" iT".
I/A" THICK
DATE—1�IG f0 $� ,! 14 4 9 I 12, MIN 1
s�l�� /1 GUARD RAIL. ELUAWN POST DETAIL ROUND WASFIER (CUT STE:ELI
TOWN CLERK amOA-14 - z ,-^+ate- av ram,-ar''
4' LHAt1 AND SEED
(EXCEPT %� CRE RIP—RAP STEEL BEAM GUARD RAIL WITH WOOD._ POST
SCALE IS SPECIFIED) N.T.S.
\� CLASS"A" CONCRETE
FABRIC PLACED
TYPICAL
PERPENDICULAR GROUND\QOR ��PLACE(0P ONAL)
T Y P I C A L S W A L E DETAIL To THE ANCHOR ELEVATION � i W OR GRANITE, IF SPECIFIED
_ ,
z z
� 3° BEVEL
APPROVED I3Y THE TDwN OF 6' MINIx.
NORTH ANIaOV PLANNING BOARD 39" z n °°"np
WID'HI OF ROAD + 10' o°n° �nbJ I eLVFL
SINIIAuII of 50, LINE POST SET WITH LINE POST o00 SEE NOTE i
/T�.,.� 25' NO DISTURBANCE ZONE a GRAVEL o,
DRIVE ANCHORS DETAIL SET 1N CONCRETE WALL � aAc{tFlu
DATE ..•;'.� ,', r.• ', ;.r.�. 10' 1',4DE i, � �S o�
��°"� MIN. V 0" DIA. H Y5T D
- 1" TO 2" D€A. .' PLAN h I FIELDSTONE o� Ooc 13ATTER
CRUSHED STONE CROSS SLOTION 1-0° LAID DRY � Oa° °0 1/2" PER F0o7 5,0 0.75 1,25
FILED FOR TENT ORARY H"BEAa1 LINE POST REVEGETA7ED5.5
EROSION CONTROL ,_ +.+ 12° GRAVEL. a (CHAIN DNK FENCE) Q DISTURBED AREA ' ° 3/2 C.Y.MIN. 1z 6.0
CRUSHED STONE '
PER "NO DISTURBAN E 6W6
6° SUl3CRADE FASTEN FARRIG TO 0 -'m
HEARING " _ LINE POST xant 6 GAUGE ca ZONE REESTABLIS1ih1 NT ego 8°�O 20, C.ETo C.
7.5
I SlaL CLIPS LVFRY Iz",L PLAN"-- p4: n
10' t"iIOF F ��_ - 4 8`O '$°i° BACI(FlLL, a 5 1.0 ,5
r 1 w Zoa•'e,_1� ELEVATION 8.0
SECTION lA/K/A STABILIZED 1 STEEL OR ALUMINUM BIT. CO,\G. n °°o ° ",o, 9A 1.2 zD
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HL7ER BERM / / 7 I THIS PLAN CONFORMS TO THE RULES AND
REGULATIONS OF THE REGISTRY OF DEEDS OWNER AND DEVELOPER:
ST. MTCHAWS CHURCH
MAIN STREET - NORTH AN-DOVER, MASS. 01845
SCALE: 1"-4G' 0 20 40 8D
Alp cp ° fr DATE: MARCH 31, 1998 REV.: APRIL 2, 1999
� / /' s Q �P,• tdERR tAACK ENGINEERING SLRVICI-S
All Q4 66 PARK STFZFET
/ 41 STEPHtN E S >^R.L.S. ( ANDOVER MA SACHUSETTS 01810
/ /1S EROSION AND SEDIMENT CONTROL SHEET 9 OF 10
o
60- APPROVED BY THE TOWN OF v.2
NORTH CANNING BOARD 4) Prior to any lots heing relc4ed fr mik staturoryco+wnans: I4}I1te Plsna Elasrd hereby g<.vrta tbo uns+'.rs fudicued pn the p;rns mtised Apti12,1SS9 fiom I ,
_ the Ru'.cs and Rr ulatuns Go+�nh+g tiw Subd'nican otl..sad,i'lorilt Andover,MLa sachusetu,
-��.7-t.�L �.ec,. a) '37ace(3)conrpkte copies of tine rndorsed anti recbrde3 subdi+isfvn pL+s ao<i nx(1)certified WNVIal Fetmury,19891uzre been grant r.]by Oar Planning Bo3<d]n eddidon to those ivahws
copy of llx foL'octiirg documents:rcxorded nbdivi ca apprava%tz.orded Covenant(FOR\, sbol+n on die pl n in item 5,Page i,TEe a1 uhenbyr qu:red to m.ke adcrntion to the
`l• M-t'e"c- It////// 1),recorded Growls Management S)evelppment Schedule,wh1 recanted FORM M must t� sde+ralt fund in the nnwrmt to be detznn'hed kry D.P,W.prior to the endnrcnrnt of page
/0:?5//'�11 DATE sip"ttcdtothTm PS wvmorasproofof,ceardiry.
15)'Iha utli(iI narst b,ht Wkd and the streets or ways comtmcted to lrmder coat by M 1,2001 If
'./- f b) All silo erosion enntrol n�tasues requacd[o protect off site Vrol:tracs from the e[frcts of work the uulkielarc rot imlelled,the stems or mnls are not constructed to bider cunt and the Plmnmg
L(� / LED on tha Lot proposed to be rv!01.<cd mtit lu in plsce.The Ta++n Planting Sur{{slmlidetcmurte Board has not grarunl an ext r�onlrytM a1a+x referenced date,this delln:tne;abdiuuion
_ ( _ xh:tlter{Ye n[pEcant has salisGal t6c requirc�nrnls o£lbu prow pear to e:.ch lot role use approval ntll be deeooed to hrsw 1apv.'tt.
>r - arvd sl.alf report to tie PLutning Board prior to a laid to relenoe• Mt. -
16)'Ihi3 Lkfirtitis e Subdh^'siou PLvw approval is laved upon the faLosring infttinstioe which is
HEARING incorporated into this de�Esion by reference:
c) The+yrpl:cant wuR subnritnlot releti,e FORlfJto the PlusTio4q Board for signatrtre.
n) Plari F.ntiticd: '
d) A Per'firsnaruxe Security in nn amnsav In he determined by the Pl'"rtim9 Board,upon the
recoma:errdatiunufthe DejrmUrxnt ofl'uW Works,silent,posted to rnsuracornpletson of I) 'PoRtitive Phut' T1te Sanctuvy, north Ando+er,Ma&' Do,0ofr(: SI,
.FOR RE ISTRY USE rl-a work in accordance MthihoPltns appro+'ed n5 paatnftbis conditional appmwl.Ilrt bond Midml's Chmk 196 Alin Street,north Ammer,bless.10345,ten;heels
rrns-K he in the ferntofa CTiookmat out to the To++nofNurttl Ando+zn Thischeckitit then 'd,,W 3131h98, List ro+ised 412JS9, prepwl by Merdmwk Pngiree ,g
THIS IS TO CERTIFY THAT TWENTY (20) DAYS be pl-M h an hdtrrt teeing esvmw aocvunt held by tW"fo++n.fterrscovered by the 14and SeWJ ei,66 Park Sl.-et,Ando,w.MA 01910
erny inelade,hln slt11 not be ivnted tb:
HAVE ELAPSED FROM DATE OF DECISION FILED h) "Pn:Develop�nemt Pfau 7Yie Sar;etrtary,Norih Andovet,Ala�'❑avabpv'r:St.
OTHOUT FILING OF AN APPEAL.
i) as-built drawings t+ficiF-let's Chrurfy 196 j+fwr Street,Korth Antigen,N,ass.1094i,Waterslxl
it) 5r'•+ens and otiGt Mn two sbects dated 10116r98,prcrarrd by Merrhrnek Er&xxtieg Services,
/] di)roadnny con-4, tian Thad nrintenarce 66 Pj?k Street,Andover,NIA 01M
DATE-[E.G OQ�R a�1 � ..... v) siNz) isPleerosnncontrol
v site xteen:r3y and start tree; b) Repotti•entdlr¢L
+i)do;,,de EciT.ies
'f01`,N CLERIC r)s',torestomlton Ir i) SaterreatpfFu+uunntcnl llnpactandEraSivnC9n olPan"FlxSa facet'',
'_ wiu)fir'il sire cleanup North Andorr, hlas€;chase{ls dated 12111198, b+repored by hAe[rhmck
Pnrfr.�•rftag Scrrixs,l,tq,
APerfbnrotwa Secur.'tyt ybe Mblislud fore-ch phase im!Admlly.
i) The$MApary,North Atslowwr,1fas5eehureFa,"Sfarm 1VaKr Report,dated
The Saneluaty,Derwitive Satins ton yr 5) friar toaP011M 1)verillm llou foram individual let,the Wowing in.umsttlion Ls tegtfaecl by tfe No"opw 11,1993,prepared by Mrer tck Ru&,,t,a 4saviees,lac•
Conditiamtd Approval Pianni'g mputrnend: U.
Con<en'al ion A dsryrystra for
The ftwirg Boaidhcrrin A4'PIZ0 VRS tl;q P4fi ddN,e Srdtdivsion for un elewn(5)Iet subdh'Llion a) An a5-bui:i[tart must he subrnitied to tht D'gisbn ofPnbua li'otks tin rery w and approval D'aeclor o£S'uh4e WoA3
krrouza csTlle SnettrSty.Sidut Mf had'e Church,196 MMa Street,North Andover,MA 01845 par to acceptance of the sewer appautenanecs Pon nu, Heft"AdroW tralm -
stbmatedd this applicaton an Ruat ty d,1999.'A'he rueaafledni is laca(ed It,the P-3 ZorsE-.DLirict. Buf1dhtg Impn;tor
b) 71r applkw t Haut taat,,nq 0 certi(td copy of the recorded FORM 1. Police Chief
The Plec nittg poardaulreg the fnllon'iag Gndings as Tegaired try Tito Rules and Regu4ztinns Governing y,re Chief
the Subdivision o€Lard, o) Lot nmeiers,*61,,e Rana the wcdwa}5 mu_n be po:xed on all lots. fLc+essnr ,
A T1,e Oen ikhti Plan,dated hiarob 31.1999,laq revis d on 412M,iacR:dci a!of the iuGran+lion 6) Prior to a Certilicafe of Occupancy bemg requc.ed for an ntdiriduti?ot,The fo€ln,*rg"I Lc
indinW brironer,3 ofthe Rwesan#Regulanonsic.nc"T,C the prxedure for the subgki .vn of TVitd:
P:a,s-
B. Tk�e C)cfinhhe Plot pdheres to all gfttta dv?;gn standuds as indierded in Section'?of the R,rks gad a) Tho rovhvay trmt be coastnaded to at least Midcr coal ofp.nvrrxnt to properlyaceess the lot
in quee4i0a Prior to cowuwtt'on ofthe Medan(net,the oppGcatl sly-r1#�lh:l all required
Regulations except m noted In Cor.(Hoon 14. h,,To�Lon an_d tcstngof svafar,server,and drahYge faculties ban bzen catrpleted.The
nppGcwd n -t wNiat to the Tavn Plamue an inicsvn n5-bnih,rw6 GA bya profession[
C. Th+-pefirthNp phi B ntcootbtutine?taiththe purNt;o and W at of the&U-vision Control Law c,4l aer,verdying that all ulilkies have been LvUl!cd in weojdan:e ividt the p4n,5 and proSa
and ulrorathe p-l:rh4wnfomtr_nt4¢a:Plurrrdog Hoard Ms grn t waivers as inxlicated on such sleet.
Ply
b) 'There drrR Tat no drlveua}s placed vr4ero:taro bound rronunt<eats itpolor catch 1n ins are to
D.-11te Definitive PLm cantpligsl itlt ll of lh.;rv*wt9[surtents subraluo by yawn town be set.St sl sill ba We devxlopefsrespgnsihlity to assure the prop:•�Lxenunt of the driewtivays
depantnntls in ordsr(o eoiaplywft4stale L}w,tew'111ryA1%x,and insurt the t L hio heAb,safety, - -
re Bless nfvvhcther n•.iividual Sots aro ro1d.The Plvwiug Board requhes arty drveuay to h and welCiro nfthe tnlcOr, ntoitdat lhooconq's cxpan.w if:,uch driteway is at a wtclr bwl ar geuet>; d pafIboa.
Foully,LEB A'Lir'�r+g Ea:ud tblds tlutlS,ie 2�Ihdlkt$•;d�ir7<ion corrpGes with Towwn BYBw
tcgrr?rurneats_•a long as,flip folloaitg condithrls ans ro.o.gk l xi i 7) Prior to the tioal rcieaso of aturity retained for the serby tf,c Toot'the fa0otving:half Lw
comp!ek-7 by thasepj&and:
l) EAvirolrmepb'tl;<Cgelilort'lbe pVp.4-=Irball Cesigpata',mka!CNrderd rnwironncer+tal rrarrlor '
nvi•rl.'Chc En+irunanental Monitor a) Art asirudl pLnn aAd proGk ofdoa si;e shall he submilled to#be➢PSV and Yt,>":noDry;ntman!svho shall lx$F,osan.g can-'allattrlcitlt;(�('lot+f+'tlil Dep. .S
Mthe xs;dS2br upon I�Apt'(4)]rlur'S goi!CO to fivWt the Ai wwith the Planting B-A for rewietvand appm•nd.
d"igt atvd ol: L nrkv+vtrklg•#rsr tiorsofthapsb;ecl and
file no0lltp;y reports lv ike'1?Ic?:sog l9r+aniW.toug}aut the dueatiane(I.he prajcal.Thenvnthly 6) TYz oyrpt;vd slnxll petition'I'uunhlccfvg forpnb9c acceptance oftM:sVect.Prior to
ripdr+s:Jtalide'.aif ate,9fnoA.tioOrplianec,ifnnY+d't�l fut5nnv Takeo to sesOhrthese issues. satmsytsegawvatrct Cor stcb petitiam the appGraut shad reeiew d.e svbdnsiauuud all
nrminio=work with the Tonn PLtrrer::nd Drparvnral ofPnbl:q\i'orks.7ite Plawrirg Beard
dolt laid apor0ou ofdra subdivision broad for eontinuM evra t_xo and operations uatA
2) Prlorto endory>emept vl'the pro's by tha Piann4 g Avard the uppYeapt shaG ttOterc to Gag such time as Town Mcxt'uig Iry aecepteJ(arm;ck'd in fawnr ofprhate onrcrJtip)ace
foU4+v g: roadways.ft sMI W t1:"-deve!oper's n<pprw:{•tl4y to insure thel all[raper deeds and eaaeuo,ou
a} A➢avelopa:enl¢cl!tdulelul-s[be's,daritttd far Figrtahue by tE;a I'Lmning Ae;ud,which ]eve peen rounded at We Registry o€1)faAs.
umforn,$)a tndl Secdgtrg 4.4,wld Seatiaq 8.7afthn lronST Ardovur Zrrrfinn�Asy Law.The '
yched�i`e rhusi sitpw Egdldidg-.perhdt eGgfltJity say q„arter forn?i'uls. a) 'Iha Applicant shall emsurethrl ail Plarminp,€;orLenat;on Can+lasission,T]aan3 oCHealth:sxl
... Dirrian ofPubGo SVorks rrquimnterds:ue.�rtwsfini anJ dirt ants,rucGon nay ins strict
b) ASite Dpz mg Bend a14C sntajrd of&u thoov,,nd(S5,001))dollars to be tutdby the Town con pfia evsrlha appravedpl ns wdcoed[ions
ofNuAh Andover.lie Silp'bpeftBond sluff be in the famt ofancctk tAl.out to the
Tovvn ofl�ortl,Arndarer that will be pacad Dill)as lnlencst 111ring UMIV perourd.This 8) The nPPScrad sludl adhere to tT;c faLow+ing requirement3 oftfce Fin.l7epartmrnt;
smo'.ml stocossa:utycentimngcn3es that might afict the public weWrQ wa h as site-0pctihtg,
alear-nty,etosionconvalrasd lrrfn,wance oFanyother couditau corpaioed hereby pror to the 8) open burning is allosvZd hypecmdt onlyttfierconaalmtipnvith the Fire Depsriutent,
[[stint;afaha l4vadu'ay Barad as descn7r,x1 nt Condition 4(d),WS Site OPaairg Onnd may nt b) Undergmuai fuel storage w 1l lc aPmixd is canforn;an:e with the TowwnflY law tot s am St
the disrntioa of the PLvmiag Roan#be ro71cd ovzr ro cover oihzr bondLtg cnnsidetetinns,Ix
telaL�ed urfvil,or partially nt'aed ro aceordauce witkt lha reca,entndation oftha PLuw�g Sutl We and only wirh lire resie+v and approval of the Fire Depan»>eix w+d Consen'atioa
CoaairIz ion
Stat7as directed by a vote of the NAP11.
c) A cow alt(PORM J)eacnring AA lots wkldo thasabdivisian for the constntctiou ofways and 9) ]here shall h:rn l:ur}7<ag ns dwtaping oteonstmction rnaleral on site.
municipal srices gust be s 1Amtled to the Piv,nmg Atoaed.Said lots nary be tee ased front the lo)Tho ioput{pn of any srrurgx dumps on site anua be pre-approval by[he Phetitg Bald.
cov,,o,rl Tllvm posting ofseeuri[y as requested in Can:lh:on 4(J).
d) The appGrznt Hunt submit to the Towwn PLv,rxr a FORM M for all ntilit:esand.easenutrts I1)Ttecoa,actor shadconntnet IY,_-Sofa at Iraq 721tcum�riot to rnatmuMe,e anyeNavadon
/}.+ placed on thesvhiiviav?on. 12)l'ias,Te]epL+bne,Gthle,trod Ekctr.'c utilities shall be inialled as sprci5ed bd'tEz.rcspectiva utfliry
1 17 cotnpsnies.
e) Al application Ceti ntu_HLa paid hfullavd Tetf,,dbythe TownPLvntr.
13)Anryactfoa by aTowvv Board,Cermnicsion or Ikpartraaa nhich rcquurs civrges in the ratdway
f) The SuW;%-s nDccivrian for this prolca trust appearonthe rnylars. aGnrru L. ment nfvo CaYnwnrs or rn4iti g l P"' Y es,dndt ,a�cilities,grading or no out iv,e=;,rnxy
g) All documents Sfir.7 be prepared at Lae e:cpensa ofthe applicant,as regdsed by the P6'^"'^� � b,'e.;l to tn;dificalion Iry the Fla"" Bann,,
\ Etoard RL4cs cnd aegulrtioas Coveming tho Subdivision ofLsnd. f �a�fMli e
:aver i4
1 `rne
3) E'rior to.lT,Y IVORK on line site,
a) XcCow tape must ire pLced at the edge ofihe€nee caacrw f,-1,TA6ng the coaitaction L61 We DEFfN�TI'171TV�F'THE
SANCTUARY
77,e Pfanrnrg 5taffmust b:conr.acted prior to anyculthrg anal orckarir>;oa site. � ,��I� �1ry r1.1J A ��7 MASS.
��v�t
0 1,J AAecasion cmArol measures ns saovwn on tice plan anduuGiuzd)a tlr_eros on control plus JO 'rU P.C. DATE NORTH ANDO VJ..R MASS.
a m the nptrceaadre+iewad rythe'fvwaPLuccr. THIS PLAN CONFORMS TO THE RULES AND OVlNER AND DEVELOPER:r
REGULATIONS OF THE REGISTRY OF DEEDS ST. MICHAEL S CHURCH
h
MAIN STREET- NORTH ANDOVER, MASS. 01845
SCALE: 1" 40' 0 20 40 80
DATL:N'OVEMBER 10, 1998 REV.: APRIL 2, 1999
sn,.rw 1.1ERRIMACK ENGINEERING SERVICES
136 PARK STREET
5 fEPHEI o,rA N 1 I, 12. .5. -1YA ANOOVER hIASSACHU5ETT5 €11814
'l'o+.Lrx•=_a5if' CONDITIONS OF APPROVAL SHEET 10 OF 10
r