97 MARGIN ST - PLANNING S�� Decision
CI1 CF Q.ALEM. MA
CITY OF SALEM CLFRK's or-FiCE
PLANNING BOARD
00 APR 2h P • 31
Site Plan Review
Decision
April 26, 2005
Massachusetts Electric Company
Attention: Dan McIntyre
55 Bearfoot Road,
Northborough, MA 01532
RE: 97 Margin Street
Site Plan Review Decision
On Thursday,April 7, 2005, the Planning Board of the City of Salem opened a Public Hearing
regarding the application of Massachusetts Electric Company to allow the installation of two
transformers and associated electrical equipment, and the installation of a 14'x 36' metal building to
house the protection and control systems for the new equipment.
The public hearing was continued to April 21, 2005. The Public Hearing was closed on April 21,
2005. At the regularly scheduled meeting of the Planning Board held on April 21, 2005, the Board
voted by a vote of eight in favor (Power, Moustakis,Puleo, Collins, Lombardini, Durand, Sullivan,
Collins), none opposed, to approve the application as complying with the requirements of Site Plan
Review subject to the following conditions:
1. Conformance with the Plan
Work shall conform with the plans entitled, "Site Development Plan for.Massachusetts
Electric Company,Jefferson Avenue, Salem, Massachusetts, Railyard Substation No. 49,"
prepared by National Grid USA Service Company, Inc., Westboro, MA, dated March 1,
2005, including pages H-77591-0 Site Plan, H-77592-0 Construction Details, H-77994-0 Plan
and Profile, Control House Details, H-030405-1 and H-030405-2 Traffic Management
During Duct Construction, and SK-041905 Screening Plan.
2. Amendments
Any amendments to the site plan shall be reviewed by the City Planner and if deemed
substantial by the City Planner, shall be brought to the Planning Board for a vote. Any
waiver of conditions contained within shall require the approval of the Planning Board.
3. Landscaping
a. Any proposed landscaping shall be done in accordance with the approved set of plans.
120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 . TEL: 978.745.9595 FAx: 978.740.0404 ♦ WWW.SALEM.COM
I
b. The applicant shall coordinate with the City of Salem Cemetery &Shade Tree
Department for the selection of street trees. The selection and placement of street trees
shall be reviewed and approved by the Department of Planning& Community Development
prior to installation.
c.The final landscaping plan shall be approved by the City Planner prior to the issuance of a
building permit.
4. Screening
a. The applicant shall maintain, and keep clean from debris, the permahedge that will
be affixed to the chain link fence.
b. If after construction, the screening is deemed unacceptable by the Planning Board,
the applicant will revisit the method of screening.
5. Noise
Following occupancy of the building, the Department of Planning&Community
Development receives any complaints concerning noise emanating from the air conditioner
units, the applicant shall be required to show that the decibel level is no higher than the pre-
development level and if so, shall submit a plan for review and approval by the City Planner
to make any improvements necessary.
6. Signage
All proposed signage shall be reviewed and approved by the City Planner prior to the
issuance of a sign permit.
7. Lighting
a.No light shall cast a glare onto adjacent parcels or adjacent rights of way.
b.A final lighting plan shall be submitted to the City Planner and the City Electrician for
review and approval prior to the issuance of a building permit.
c. After installation, lighting shall be reviewed by the City Planner and the City Electrician
prior to the issuance of a Certificate of Occupancy.
8. Construction Practices
All construction shall be carried out in accordance with the following conditions:
a. The operation of tools or equipment used in construction or demolition work shall occur
in accordance with Salem Ordinance Section 22-2 (5): Construction and Blasting and
between the hours of 8:00 AM and 5:00 PM on weekdays and Saturdays. No work shall take
place on Sundays or holidays. The Planning Board will agree to changes in the starting time,
at the request of the applicant and if approved by a formal vote of the City Council, as per
the ordinance.
b. Any blasting, rock crushing, jack hammering, hydraulic blasting, or pile driving shall
occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blasting and
be limited to Monday-Friday between the hours of 8:00 AM and 5:00 PM. There shall be no
2
blasting, rock crushing,jack hammering, hydraulic blasting, or pile driving on Saturdays,
Sundays, or holidays.
c. Blasting shall be undertaken in accordance with all local and state regulations.
d. All reasonable action shall be taken to minimize the negative effects of construction on
abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to
commencement of construction of the project.
e. All construction vehicles and equipment shall be cleaned prior to leaving the site so that
they do not leave dirt and/or debris on surrounding roadways as they exit the site.
f. The applicant shall abide by any and all applicable rules, regulations and ordinances of the
City of Salem.
g. All construction vehicles and equipment left overnight at the site must be located
completely on the site.
h. No Street shall be closed without prior approval of the Department of Planning and
Community Development, unless deemed an emergency by the Salem Police Department.
9. Construction Traffic & Phasing
a. All construction will occur on site; no construction will occur or be staged within City
right of way. Any deviation from this shall be approved by the Department of Planning&
Community Development prior to construction.
b. A detailed construction traffic/phasing management plan to accommodate traffic into
and out of the Police Station, MBTA lot, DPW entrance and exits, and other businesses and
residences impacted by the project and construction schedule shall be submitted to the
Department of Planning&Community Development, Office of the City Engineer and
Salem Police Department for review and approval prior to the commencement of any
construction.
c.Any roadways, driveways, or sidewalks damaged during construction shall be restored to
their original condition by the applicant.
d. The applicant shall clean construction vehicles before they exit the construction site,
and clean and sweep all streets affected by their construction truck traffic as necessary.
10. Trenching
a. The applicant shall coordinate with the Salem Police Department and Salem
Department of Public Works for the trenching sequencing prior to the start of
construction.
b. The applicant shall submit a structural support plan to the Office of the City Engineer
for review and approval prior to the start of construction. The structural support plan,
shall be stamped by a MA Civil Professional Engineer, and detail how the City utilities
would be supported during and after construction when crossed by Mass Electric's
new pipe.
1 3
c. The applicant shall apply a temporary/binder course pavement as soon as a section of
trench is backfilled. For final paving, the applicant shall grind and overlay, for the
entire length of the pipe installation, the entire width of the street and areas of the
access road/parking area along the Police Station into the Massachusetts Electric site.
11. Clerk of the Works
A Clerk of the Works shall be provided by the City, at the applicant, his successors or
assigns' expense, as is deemed necessary by the City Planner.
12. Salem Health Department
All work shall comply with the requirements of the Salem Health Department,if applicable.
13. Office of the City Engineer
The applicant, his successors or assigns shall comply with all requirements of the City
Engineer.
14. Fire Department
All work shall comply with the requirements of the Salem Fire Department.
15. Office of the Building Commissioner
All work shall comply with the requirements of the office of the Salem Building
Commissioner.
16. Utilities
Any utility installation shall be reviewed and approved by the City Engineer prior to the
issuance of a Building Permit.
17. Drainage
The drainage plan for the site shall be reviewed and approved by the Office of the City
Engineer prior to the issuance of a building permit.
18. Maintenance
a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the
applicant.
b. Winter snow in excess of snow storage areas on the site shall be removed off site.
c. Maintenance of any landscaping shall be the responsibility of the applicant,his successors
or assigns. The applicant, his successors or assigns, shall guarantee all trees and shrubs for a
two-year period.
19. As-built Plans
As-built plans, stamped by a Registered Professional Engineer, shall be submitted to the
Department of Planning and Community Development and Department of Public Works
prior to the issuance of the final Certificate of Occupancy.
4
20. Violations
Violations of any condition shall result in revocation of this permit by the Planning Board,
unless the violation of such condition is waived by a majority vote of the Planning Board.
I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies
are on file with the Planning Board. The Decision shall not take effect until a copy of this decision
bearing the certification of the City Clerk that twenty (20) days have elapsed and no appeal has been
filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the
Essex South Registry of Deeds and is indexed under the name of the owner of record is recorded on
the owner's Certificate of Title. The owner or applicant,his successors or assigns, shall pay the fee
for recording or registering.
Walter B Power, III
Chairman
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CONFIDENT/AL/TY STATEMENT
W GENERAL NOTES This document contains confidential and proprietary information of the National Grid USA �
o companies.it is to be used by authorized contractors of those companies solely in w
WORK TO BE DONE IN ACCORDANCE WITH THE PROJECT connection with the specific project for which it has been transmitted. Any other use,its
SPECIFICATIONS FOR SITE WORK & DUCTBANK transmittal to third parties,or its reproduction without prior express written authorization C
of a National Grid USA company is strict
D 2. UNDERGROUND UTILITIES COMPILED FROM AVAILABLE p Y /y prohibited.
D
o RECORD PLANS OF UTILITIES AND ARE APPROXIMATE ONLY.
CONTRACTOR TO VERIFY EXACT LOCATION AND ELEVATION NATIONAL GRID USA Service Company, Inc.
PR/OR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER � ` PART OF NATIONAL GRID USA cc
OF ANY DISCREPANCIES. ®�® WESTBORO, MA o
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c N 3. AT LOCATIONS WHERE NEW CONSTRUCTION ABUTS EXISTING o
N M PAVEMENT,THE EDGE OF THE EXISTING PAVEMENT SHALL BE Site Development Plan For
o SAWCUT.NEw PAVEMENT SHALL MATCH EVENLY INTO MASSACHUSETTS ELECTRIC COMPANY �
SAWCUT PAVEMENT. T
4. CONTRACTOR TO CALL DIG-SAFE AT 1-888-344-7233 PRIOR
Jefferson Avenue
TO START OF CONSTRUCTION. Salem, Massachusetts
0 30 60 90 120 =
z 5. EXISTING CONDITIONS TAKEN FROM PLAN PREPARED BY
a ° TAUPER LAND SURVEY .DATE: OCTOBER 20,2003. Sole In Feet RAILYARD SUBSTATION NO. 49
a
PLAN AND PROFILE
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O 4 ENCASED CONDUIT SPACER
SEE SECTION A-A = z 5'-0" O.C.(TYP)
FOR TYPICAL �o
B BRICK CHIMNEY(As Regdd ? INSTALLATION
14'-0' 14 rGROUT EX.WATER MAIN B
6• I3'O" 6" 6° 6'-6" 6'-6' 6° GRADE EX.WATER MAIN
6'-6" B 6'-6^
r Grout GRADE
BRICK CHIMNEY Req'dd Varies
Varies '' AL TERNA T/VE SECTION C C
3'-O'D/A,HOLE 9' I2" ;; �o
COPPER GROUND W/R :: ••• :: I ::• ::• • •':' - SECTION C
Q SEE
DETAIL Y'/ IN ROOF TYP. TYP : r' ?' '''' 3" 3'ro• ''3: °' ' 3 :' l T 0 MAINTAIN CLEARANCE OVER WATER MAIN )
Q �LO co r1% 00 A � 7�/ ��\ PULL EYE (TYP) A ;,� � �� GROUND
TYPICAL DUCT
/ SEE DETAIL 'Z° I "� 8 to r 3' r 3' OPS DETAIL "Y°IRE
2p 164 r (416"D/AKNOCDUTS r a I R SS SECTIONS
G ox /2°SUMP 8 Z
\ y 4'DEEP
M i 4° COPPER GROUND WIRE , 4 PULL(Trp)E I. ALL CONDUIT SHALL BE 5"PVC UNLESS OTHERWISE NOTED,
C r BEVEL IN ROOF COPPER GROUND WIRE I2"
OPENING SEE DETAIL 'Y" SEE DETAIL 'Y I SEE DETAIL �, ENCASED !N CONCRETE
. PULL EYE lTYPJ I /2'x12" ") ��
tp • — — ,.; •:•,7• ; ,;., ; ,? ;• . , • • — — ••• SEE DETAIL •Z• �' . 2. ALL DIMENSIONS SHOWN ARE MINIMUM.
SUMP /2°X 12'SUMP
B I ;�.,:. ;;;.r, ; ;;.;. ; ";; 4"DEEP J. THE MINIMUM 30"COVER REQUIREMENT MAY BE REDUCED
. i
.:. .•... :. ....•a.. s" 3'o" 3'-0' 6" 6"FOR EACH 2"OF CONCRETE ADDED TO THE MINIMUM
DUCT ENVELOPE.
Z PRECAST CONCRETE MANHOLE SECTION A-A SECTION B-B
Z I%2"TOP COURSE
Y TWO Way Dlstrlbutlon 6'x I3'(Inslde) NGR/D STD.3462 CURB TO CURB OVERLAY PERMANENT PATCH
IV2"TOP COURSE
LU SAWCUT EXISTING ���TB/ND�RREsOURSE
° PAVEMENT AND
° 0 SEAL JOINT
EXISTING PAVEMENT
EXISTING PAVEMENT EXISTING PAVEMENT EX/STING PAVEMENT
TYPICAL OUTSIDE YARD TYPICAL INSIDE YARD
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SAWCUT AND o° °
CATCH BASIN GRATE JOINT SEAL TRENCH PATCH
° ° 0 °
C000 ° $ ° B�
l8'-0" TRAVELLED WAY (SEE TYP. YARD SECTION) I" REBAR FOR CONTROLED
4" BITUMINOUS CONCRETE SILTSACK BAG REMOVAL 000 BDENSITY
ACKFILL
3" MIN.
(WHERE SHOWN ON PLAN) 6" STONE
CROWN 000
s
PROPOSED GRAVEL COMPACTED 000 O
(A u° ""a:::�:u°: :. .Q?�. a: ;a'.:P:b:;P•....e� °° ° ° ° ° ° ` IN 8"LIFTS OR
g: :"a ::cc..e a' :Aa.:ar`dP••a' :4:.f,< CONTROLLED
b: :e:a.>r;b• DENSITY BACKFILL
V� 4� ,° 000 000
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OR/G. GR. 24" PROCESS GRAVEL 2" MINUS
REMOVE ORGANIC MATERIAL MARGIN STREET & JEFFERSON AVE.
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N TRENCH SECTION , ��, ^.
N W CATCH BASIN Extension Arm c ra OF
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N.T.S.
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Low FLOW
NAT/ONAL GRID COMPANION DRA WINGS:
CONSTRUCT/ON STANDARDS REFERENCE
0 7' FENCE H-77590 PROPERTY PLAN / EXISTING CONDITIONS
3 o PVC CONDUIT G5 3100 H-7759/ SITE PLAN
'0 4'-0" 6" LAYER OF 3 CRUSHED STONE
LOAM & SEED . . POSE CONDUIT CONSTRUCTION SPECIFICATION GS 3/05
DISTURBED AREAS " ° DUCT CONSTRUCTION GS 3/25 CONE/DENT/)CITY STATEMENT
Bottom Roll This document contains confidential and proprietary Information of the National Grid USA co
FlN YD GR EXPANSION RESTRAINT � p p ' ry
p RISER CONDUIT INSTALLATION CS 3232 companies.It is to be used by authorized contractors of those companies solely in W
.•4;:'r y;•.. �_ SECTION VIEW Ground Clamp MANHOLE SPECIFICATIONS GS 3430 connection with the specific project for which it has been transmitted. Any other use,its a
transmittal to third parties,or its reproduction without prior express written authorization
24" LAYER OF NOTES: Flnish Grade " DUCT FACE FORMATION GS 3431 of a National Grid USA company is strictly prohibited.
co
I' 2" MINUS PROCESSED o om Hall 6 Layer Of D
o D OR/G.GR. GRAVEL BORROW I. INSTALL SILTSACK IN ALL EXISTING CATCH BASINS ON-SITE BEFORE COMMENCING WORK. 3 u ra e Crushed Stone PRECAST CONCRETE MANHOLE MS 3462
L o,° " TWO WAY DISTRIBUTION o
GRAVEL FILL �o NATIONAL GRID USA Service Company, Inc.
cc
2. GRATE TO BE PLACED OVER SILTSACK. - O '°I °. Concrete Footln PRECAST CONCRETE MANHOLE MS 3464` PART OF NATIONAL GRID USA o
STRIP VEGETATION & REMOVE 3, SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS AN .' '°" or socketed into THREE WAY DISTRIBUTION ®eD WESTBORO, MA N
ALL TOP AND SUBSOIL. D PRECAST MANHOLES INSTALLATION GS 3460 d
Rock at Rock Face o
PROOF ROLL SUBGRADE W/ /0 TON CLEAN/NG OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED. �a� 10a Site Develo ment Plan For 9
VIBRATORY COMPACTOR ; r,! 36"MANHOLE FRAME MS 3748 p
tV M d11 CID
;o44 MANHOLE COVER -STANDARD 26" MS 3755 MASSACHUSETTS ELECTRIC COMPANY
MINIMUM 8 PASSES IN EACH DIRECTION. ° , ° , °
s
TYP. YARD SECTION EROS/CSN /SEDIMENTA TION CONTROL FILTER TER Diameter + l2" MANHOLE RING 268-36" MS 3757 Jefferson Avenue
N.T.S. PVC CONDUIT MS 3/00 Salem Massachusetts U_
N.T.S. Diameter + 18" ' o
Z RI ER STRAP CONDUIT BEND MS 325J
MS 3255 RAILYARD SUBSTATION No. 49 Q
N FENCES DETAIL CONSTRUCTION DETAILS
Z W
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H-77592-0
O o o v ? oc °d °d NOTED 2
3 4 5
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0-169ZZ -H2 3 4 5 6
0
� x.89
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9.69 R/M
> I INVERT /N & OUT =0.4' /-
9.24 26 1 6°CLAY INVERT ELY = 6.5'
9.35 F\
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wQ Q #8 (INVERT IN & OUT =/.7\ .8
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Now or Formerly PROPosED �`` ' 57 v
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SE of
SECT E-E TO �'
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0
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. �\ \ \ \ SECT A-A �
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N x 3 oQ.� PROPOSED
Z 8.79 Rrser\ �� / 9-5"CONDUITS O
o PROPOSED Po%s \\\ \ T\ SECT A-A DRAIN MANHOLE
V) S - - - 8. 3� R/M ELEV=9.6'
LU 8 42 SECT A v�� v PROPOSED /NVERT FR�,y wLINVERT IN �Y C.B.=2.7'
7.76 E.M.H.3-WAY INVERT FROM ELY C.B.= 4.0'
°C �` x .7 rivewa EaSe11?eC1��._�-�-�,��--- � � � � � (TYP.4 REQUIRED) INVERT NORT,h'EASTERLY=4./' PROPOSED
-------------
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5 �'� 7.54 X 7.83 7s9 _ _ 7.75 _ _ � \ `� DRAIN MANHOLE
4-5` CONDUITS
7. -z _ - -- --=
I
SALEM 1 NORMAN & WHEELER
ASSESSORS MAP 9 PARCEL 1 2 VILAR
�
RECORD OWNER: 3 QUINT & KALMAN
OSBORNE HILLS REAL TY TRUST 4 GA QUI NON
DEED REFERENCE.- BOOK 17338 PAGE 313
PLAN REFERENCE: PLAN BOOK 121 PLAN 75 TJON 1 ��� ' � �
C AAr
6 80, IV
PEABODY
Ln G
odd i �/ � �• N s ASSESSORS MAP 104 PARCELS 17, 18 & 19 ASTMAN LSC 22790-
LA
Q TITLE REFERENCE. CERTIFICATE 73286 E N46 2e9' LOT 3 CONTAINS REGISTERED ���o �� �� GAP
/ 0. MAP 110 PARCEL 2, MAP 116 PARCEL 255 49•��'��"E 2a LAND: LOTS 23, 24 & 25 ON
LAND COURT PLAN 306533-A.
DEED REFERENCE: BOOK 17338 PAGE 313 a 6a
do oh �a SEE CERTIFICATE 73286 �`�s 5� GOde
\0P FOR REGISTRY USE ONLY
I 5'��'0� LOT 3 DATA
N� L27 S69'39'27"E 170.00' 62 �j��`�j '
� l HEREBY CERTIFY THIS PLAN CONFORMS
�E L28 S20'20'33"W 130.00' � TO THE RULES AND REGULATIONS OF THE
• cjc� L29 s69•39'28"E so.00' � wo REGISTERS OF DEEDS OF THE COMMON-
s
L30 N2o'20'33"E 30.00'
L31 S69'39'28"E 134.90' WEALTH OF MASSACHUSETTS
� O
Z t`? L32 S82'00'28"E 15.05' >>o Z
v, L33 S66'26'08"E 48.70'
N L34 S72'51'18"E 38.18'
c�s o L35 S63'1 6'58"E 50.99' j / U y0
Ln L36 S67'56'14"E 121.93: <� O d �)N E �. W O
o L37 S68'1 3'55"E 178.13 -� � Z
, a �In N / ����
LO o L38 S66 01 55 E 94.52' o P "- O
w L'• �F QN � 77-I/S PLAN IS BASED ON THE REFERENCED PLANS, DEEDS
< LQCA �,�g 20 �Z SOS AND THE RESULTS OF A FIELD SURVEY AS OF THIS DATE.
�6, >> A� S �Pl NO CERTIFICATION IS INTENDED AS TO PROPERTY TITLE
L40 N63'13 29"W 186.73 �< RpXIM P m G -y P OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED
L41 N64'26 48 W 175.78 � A � � a I `•' S \� '30 EASEMENTS.
L42 N61'10 48 W 132.76' ✓ '(\� '(P 0�
z L43 N47'55'48"w 107.24' s / ' DQ�R ORS\5 P� e� °` APPROVAL UNDER THE SUBDIVISION
LA
L44 N55'39'18"W 111.24' �, \,
L45 N54'40'18"W 134.43' LOT 3 0`�"� �� Q Q
Lo L46 N53'31'03"W 154.11' 50�
CONTROL LAW NO T REQUIRED
' " / � 2,9 47,191� SF. �� /� s �
� L47 N52'5818 W 151.21 0� �
L449 Nso s0,48"W 110.75, / ��, 67.66± Acs. o SALEM PLANNING BOARD
L 9 N54 03 59 182.89 1
L10 N85'01'42"W 29.22' " �� .��� � b0"5'
� L50 N48'26 41 E 36.25 � � � � O F
L11 N31'26;02nW 129.89 0 / ! �, ��0� tk ,��b ,;� 00,
r L12 N31*5212 W 122.01 -� P '? �'> > �, �`
L, L13 N32.41'49"W 189.81' o �j �'L6, �O�` `9� 0 0� ��'S �' s06.
L14 S40 07 45 E 93.91 sr? �C00 �06''
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/ r� ocr mss• S6, G' cn ARE 100 FEET WIDE
�, \G� d;sr�, / 564.1$ "W FR�SLAN m� AT THE 1 FOOT 5,830,1, 00' w O opo�`'" v,
CO. �, '� x.04 55 48 OF Q w n '� F � .P,
CITY OF PEABODY O�°' �s�,. '�0 55 so ,KLEROS (DENOTED 100.00) ry�' �; �N '6-50 to
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0 LOT 4 d N so 15.572 f o � o
' THERE ARE NO BUILDINGS 89S9o� 122'17' Fo 9 LOTS 4 - 7
ON LOTS 1 - 7. LOT 5 w S72•4557"W N O ARE 100 FEET WIDE
\ �- - - - - - - - - - - - - - - - - - - - - - - - - - - - _ / N S6 Fp AT THE 15 FOOT
0 250 FT. EASEMENT TO NEW ENGLAND-POWER COMPANY- _ 180,
TO -_
#1s LOT 6 EASEMENT J SETBACK LINE.
RECORDED BOOK 3650 PAGE 181 1 � � .?� CITY OF SALEM 3 a �, � � O
SHOWN ON PLAN, PB 77 PL 65 250' I p
170' CENTER s°O 122,17• PB 369 PL 95 Q ti �, rte-
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306.88' ��.3�• Q�
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TURES - �� g�.3i� N
306•.88'
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z S58'�49�00"W ly 1 =100
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to
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LOT 7 _
o �, �, NEW ENGLAND POWER CO.� VIEW ENGLAIN 00
N °' N
7j3569048± SF. � f � _ - -
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z168.87± Acs. SEE LCC' 11802 SUBDIVISION
m i• N
PLAN OF LAND
Z
0
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cin � F m �, LOCA TED IN
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SALEM & PEABODY, M
L5 S61'14'20"W 79.95 i r rn AMEN TA
L6 559.4740 W 107.25 MESSINA d �o PREPARED BY
L7 S61'23'30"W 184.28 •
L8 S59'30'20"W 204.86' DESCHAMPS EASTERN LAND SURVEY ASSOCIATES INC.
W L9 S59'51'59"W 75.73' /
WNss1.35'So"w s61~I9'5OW 294.31' 220.00' CHRISTOPHER R. MELLO, PLS
Q; STONE WALL S61'17'30"W L5 232.22' I
ss1~I3'3o"w 332.62' 298'76 L7 LsS60.41'00"w ss1*21'50"W 104 LOWELL ST. PEABODY, MA 01960
307.86' O LEARY u �m r'
310.88' 264.87' L9 LB A ) o o JULIA TRUST - (978) 531 -8121
8 7 6 5 YAROSH
S61'1 9' S63'11'54"W 11 10 9 �� �� ���� Z m �m o SEE LCC 11802-E
�,� p SCALE: 1 " = 200' NOVEMBER 17, 2003
z �� SEE LCC 11802-20 �N'60 a
THE HIGHLAND CONDOMINIUM AT SALEM APPLEBY
MASTER DEED BK 8953 PG 1 tt� 8 CONROY � LG
j
5 COLLINS 9 RILL 0VICK
• `� 6 MALIK 10 LAZDOWSKI
7 MALIK 11 SGROI �+ 0 100 200 400 600 800
12795