BPD, SPR, FHOD DECISION & PLANS MAYNARD PLASTIC - ZONING 1 pD, SSR, Roo �
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DECISION
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August 2, 15
SPECIAL PERMIT
WETLANDS AND FLOOD HAZARD SPECIAL PERMIT
Mr. George Seeley
Director of Engineering Services
The Fafard Companies
290 Eliot Street
Ashland, MA. 01721
On Thursday, July 18, 1985, the Planning Board of the City of Sales held
a public hearing regarding the application of the Fafard Companies for
Special Permits, under Sections P. Wetlands and Flood Hazard Special
Permits, of the Salem Zoning Ordinance, with respect to a proposal to
construct a 170,000 square fooc bulding to house Maynard Plastics
Company, on a 13-acre parcel on Swampscott Road, Salem. (A portion of
Assessors' Map 7, Lot 63) .
At a regularly-scheduled meeting of the Planning Board held on August 1 ,
1985, the Board voted, by a vote of six in favor, none opposed, one
abstention, to approve the application as complying with the
requirements for the issuance of the permit with the following
conditions:
BUSINESS PARK/SITE PLAN REVIEW
Recuirements for Pe". its Compliance
}
1 . Location/dimensions of Yes
buildings and other construction
2. Location/dimension of Yes
parking, loading, walkways, driveways
3 . Location and dimensions of Yes
internal roadways S accessways to
adjacent public roadways
4. Location and type of external lighting Yes
5. Location, type , dimensions, quantities
of landscaping and screening
f
— Page 2 —
6. Locations and dimensions of utilities Yes
j including water, surface drainage,
sewer, and other waste disposal, gas,
telephone, electrical , communidation
7. Location of snow storage areas Yes
8. Location of existing natrual features, Yes
including ponds, bridges, streams,
and wetlands
9. Topography of the land at two—foot
contours Yes
10. Narrative
Yes
11 . Conceptual drawing of building to be Yes
erected, including elevations shoving
architectural styles
1 . All sedimentation and erosion control structures shall be installed
at the 100' buffer zone line as determined by the Conservation
Commission prior to commencement of work. Such structure shall be
maintained during ing construction.
2. Stockpiled fill material excavated during the 21—E process which has
been deemed to be hazardous shall be removed from the site within four
weeks from the date of this decision. This material shall be removed to
an approved facility and copies of delivery slips shall be supplied to
the Planning Board. Until such material is removed, stockpiled material
shall be covered and surrounded by hay bales.
3. A detail of silt fence to be installed shall be provided to the
Planning Board.
4• .. -The proposed project in full shall be subject to the review and
approval of the Conservation Commission.
S. Drainage calculations for retention area shall be submitted for 10,
50, and 100 year storms to the Engineering Department and Conservation
Commission for review and approval .
6. Salt as a de—icing agent shall be prohibited.
7. All utilities shall be constructed so as to protect from leakage and
seepage of water.
- Page 3 -
8. Floor levels of habitable living space shall be four feet above
seasonal high water table.
9. Basements below seasonal high water table which could be used as
habitable space shall be flood-proofed.
10. A determination of the adequacy and design of internal roadways
with respect to roadway widths, curbing:, sidewalks and
shall be subject to the ng Board andstrips
j review and approval
pp al of the Planning Board and
Planning Department. Such determination shall include an =.ses m
the possibility of widening the exit roadway onto 5wam traffic flow. eto of
scot
s
better facilitateP t, Road co
11 . The building location..shall be altered from location shown' on site
plan dated July 18, 1985 in a northerly direction in the amount of 30
feet.
12. The building location shall be altered from location shown on site
plan dated July 18 , 1985 in a northerly direction in the amount of 20
feet.
13. Roadway layout as approved by the Planning Board shall be strictly
adhered to. Construction vehicles shall follow roadway layout to
minimize impact upon wetlands.
14. Water and sewer designs shall be subject to the review and approval
of the Engineering Department and Planning Board.
15. The number of parking spaces shall be conditional upon an analysis
by the Planning Department of Maynard Plastics parking needs. Reserve
spaces for additional parking shall be delineated on the approved plan.
16. A sever, water, and road profile for the entire 43 acre parcel
shall be submitted for the review and approval of the Engineering
Department and Planning Board.
17. Drilling and blasting shall be subject to Fire Dept. codes (M.C.L.
118 S. 10A and 527 C.H.R. 13.00) A pre-blast survey shall be performed
prior to commencement of construction. Drilling and blasting shall only
take place during hours as defined by the Planning Department and the
Fire Department.
18. The development to take place on the parcel shall be subject to the
NEPA process.
19. Proposed signs shall be subject to the review and approval 'of the
Planning Department.
— Page 4 _
20. Adequacy of culverts on Swampscott Road shall be analyzed by the
developer-and the Planning Department. Upgrading of culverts, if deemed
necessary, shall be undertaken by the developer at the cost of
developer. the
21 . Fire access to all four sides of the proposed buildings shall be
provided or requested by the Fire Department.
22. A lighting plan shall be subject to the review and approval of the
Planning Board.
23. A landscaping plan shall be subject to the review and approval of
the Planning Board.
24. Easements for access purposes to adjoining parcels in the entire 43
acre parcel as defined by the City shall be provided in a form approved
by the Planning Board and City Solicitor.
25. The future roadway improvement needs of Swampscott Road shall be
analyzed by the Planning Board and-,PlanningDepartment and needs as
defined by such analysis shall be adhered to by the developer in the
form of reservation of land necessary for such improvements.
26. A detailed specification of the storage tank areas for Maynard
Plastics shall be provided to the Planning Board. Such detailed plans
shall include contents of tanks and emergency procedures in the event of
electrical failure.
27. A specification of the proposed control structure shall be supplied
to the Engineering Dept. and Conservation Commission for review and
approval .
18. Adequacy of fire flows and location of hydrants shall be approved
by Fire Department.
29. A policy for the maintenance and cleaning of surface drains shall
'be presented to the Board of Health.
30. Prior to Certificate of Occupancy, the water system shall be tested
for pressure and bacteria.
31 . An acceptable means for the holding and disposal of rubbish shall
be submitted to the Board of Health for review and approval .
32 An acceptable means of removal of construction debris and vegetation
shall be employed. ,
33. Prior co commencement of construction, a licensed pest control firm
shall be employed for site evaluation. Copy of results shall be
submitted to Board of Health.
c --
Page S —
34. An acceptable method for dust control and street cleanin; shall be
employed during construction.
This Special Permit shall not take effect until a copy cf the decision
bearing the certification of the City Clerk that twenty days have lapsed
and no appeal has been filed, or that if such appeal has been filed, or
that if such appeal has been filed, and it has been dismissed or denied.
is recorded in the Essex County Registry of Deeds and is indexed in the
grantor index under the name of the owner of record or is recorded and
noted on the owner' s certificate of title. The fee for re::7t!nz or
registering shall be paid by the owner or applicant.
Walter B. Pc*.er. I:I
Chairman
a
l ifu of �;calr111� a55tarIlt15rft5
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�y1tP CFIIPItt Gr£PIt
DECISION Auc S II SL HH #85
"LEAgust 2, 1985
CITY
SPECIAL PERMIT
BUSINESS PARK/SITE PLAN REVIEW
Mr. George seeley
Director of Engineering Services
The Fafard Companies -
290 Eliot Street
Ashland, MA. 01721
On Thursday, July 18, 1985 , the Planning Board of the City of Salem held
a public hearing regarding the application of the Fafard Companies for.
Special Permits , under Sections Q. Business Park Development , and R,
Site Plan Review, of the Salem Zoning Ordinance , with respect to a
proposal to construct a 170,000 square foot bulding to house Maynard
Plastics Company, on a 13—acre parcel on Swampscott Road, Salem. (A
portion of Assessors' Map 7 , Lot 63) .
At a regularly—scheduled meeting of the Planning Board held on August 1 ,
1985, the Board voted, by a vote of six in favor , none opposed, one
abstention, to approve the application as complying with the
requirements for the issuance of the permit with the following
conditions:
BUSINESS PARK/SITE PLAN REVIEW
Requirements for Permits Compliance
1 . Location/.dimensions of Yes
buildings and other construction
2 . Location/dimension of Yes
parking, loading, walkways , driveways
3 . Location and dimensions of Yes
internal roadways & accessways to
adjacent public roadways
4. Location and type of external lighting Yes
5. Location, type , dimensions, quantities
of landscaping and screening
— Page 2 —
6 . Locations and dimensions of utilities Yes
including water, surface drainage,
sewer, and other waste disposal, gas,
telephone , electrical , communidation
7 . Location of snow storage areas Yes
8. Location of existing natrual features , Yes
including ponds , bridges, streams,
and wetlands
9. Topography of the land at two—foot Yes
contours
10. narrative Yes
11 . Conceptual drawing of building to be Yes
erected, including elevations showing
architectural styles
1 . All sedimentation and erosion control structures shallbe installed
at the 100' buffer zone line as determined by the Conservation
Commission prior to commencement of work . Such structure shall be
maintained during construction.
2 . Stockpiled fill material excavated during the 21.—E process which has
been deemed to be hazardous shall be removed from the site within four
,weeks from the date of this decision. This material shall be removed to
an approved facility and copies of delivery slips shall be supplied to
the Planning Board. Until such material is removed, stockpiled material
shall be covered and surrounded by hay bales .
3 . A detail of silt fence to be installed shall be provided to the
Planning Board.
4. The proposed project in full shall. be subject to the review and
approval of the Conservation Commission.
5 . Drainage calculations for retention area shall be submitted for 10,
50, and 100 year storms to the Engineering Department and Conservation
Commission for review and approval .
6 . Salt as a de—icing agent shall be prohibited.
7 . All utilities shall be constructed so as to protect from leakage and
seepage of water.
Page 3 —
8. Floor levels of habitable living space shall be four feet above
seasonal high water table .
9 . Basements below seasonal high water table which could be used as
habitable space shall be flood—proofed.
10. A determination of the adequacy and design of internal roadways
with respect to roadway widths , curbings, sidewalks, and planting strips
shall be subject to the review and approval of the Planning Board and
Planning Department. Such determination shall include an assessment of
the possibility of widening the exit roadway onto Swampscott Road to
better facilitate traffic flow.
11 . The building location shall be altered from location shown on site
plan dated July 18, 1985 in a northerly direction in the amount of 30
feet.
12 . The building location shall be altered from location shown on site
plan dated July 18, 1985 in a northerly direction in the amount of 20
feet .
13 . Roadway layout as approved by the Planning Board shall be strictly
adhered to. Construction vehicles shall follow roadway layout to
minimize impact upon wetlands.
14. Water and sewer designs shall be subject to the review and approval
of the Engineering Department and Planning Board.
15. The number of parking spaces shall be conditional upon an analysis
by the Planning Department of Maynard Plastics parking needs . Reserve
space=_ for additional parking shall be delineated on the approved pian.
16 . A sewer, water, and road profile for the entire 43 acre parcel
shall be submitted for the review and approval of the Engineering
Department and Planning Board. .
17 . Drilling and blasting shall be subject to Fire Dept . codes (M.G.L.
118 S. ICA and 527 C.M.R. 13.00) A pre—blast survey shall be performed
prior to commencement of construction. Drilling and blasting shall only
take place during hours as defined by the Planning Department and the
Fire Department .
18. The development to take place on the parcel shall be subject to the
MEPA process.
19 . Proposed signs shall be subject to the review and approval of the
Planning Department . -
i
Page 4 —
20. Adequacy of culverts on Swampscott Road shall be analyzed by the
developer and the Planning Department . Upgrading of culverts, if deemed
necessary, shall be undertaken by the developer at the cost of the
developer.
21 . Fire access to all four sides of the proposed buildings shall be
provided or requested by the Fire Department .
22 . A lighting plan shall be subject to the review and approval of the
Planning Board.
23 . A landscaping plan shall be subject to the review and approval of
the Planning Board.
24. Easements for access purposes to adjoining parcels in the entire 43
acre parcel as defined by the City shall be provided in a form approved
by the Planning Board and City. Solicitor. .
25. The future roadway improvement needs of Swampscott Road shall be
analyzed by the Planning Board and Planning Department and needs as
defined by such analysis shall be adhered to by the developer in the
form of reservation of land necessary for such improvements .
26. A detailed specification of the storage tank areas for Maynard
Plastics shall be provided to the Planning Board. Such detailed plans
shall include contents of tanks and emergency procedures in the event of
electrical failure.
2i . A specification of the proposed control structure shall be supplied
to the Engineering Dept. and Conservation Commission for review and
approval .
28 . Adequacy of fire flows and location of hydrants shall be approved
by Fire Department .
29 . A policy for the maintenance and cleaning of surface drains shall
be presented to the Board of Health.
30. Prior to Certificate of Occupancy, thI e water system shall be tested
for pressure and bacteria.
31 . An acceptable means for the holding and disposal of rubbish shall
be submitted to the Board of Health for review and approval .
32 An 'acceptabie means of removal of construction debris and vegetation
shall be employed.
33. Prior to commencement of construction, a licensed pest control firm
shall be employed for site evaluation. Copy of results shall be
submitted to Board of Health.
— Page 5 —
34. An acceptable method for dust control and street cleaning shall be
employed during construction.
This Special Permit shall not take effect until a copy of the decision
bearing the certification of the City Clerk that twenty days have lapsed
and no appeal has been filed, or that if such appeal has been filed, or
that if such appeal has been filed, and it has been dismissed or denied,
is recorded in the Essex County Registry of Deeds and is indexed in the
grantor index under the name of the owner of record or is recorded and
noted on the owner' s certificate of title. The fee for recording or
registering shall be paid by the owner or applicant.
VJC e_ -�v V41
Walter B. Power, III
Chairman
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60
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74
• � - /p" /��°/try
70 MINIMUM YARC REQUIhEMENTS
/
FRONT 30
66
D.H. 1 \� r � „� - :~'\� °� v. ]3 \ —
�4 a7 x s � o�,,N S I D E 3
Hk L F2 st > ��J �I,� 1 R E A R 3 G
�� 1 h /8 $J•�, ;ley
24i� �. _
USE SCHEDULE
141 6 '
REQUIR`D SHOWN
CIO
\-
tx,^ X' � o, - . LOT ARE. 40, 00 S F ( min.) 13 ± Ac.
X2"3 Z Nk \ cc BLDG- COVERAGE 45 % (max.) 30 %
-- - �V a' ° LOADING BAYS 5 5
oZ #5
� e•• z � � OPEN SPACE 10 % ( min.) 45
I. 4 R1� � 1p F., 9�
�1ot'E 1 � — � � � 9Z PARKING 282 spcs . 150 Paved
132 Unpaved
N �J T E S
a
-
aFEr�G TO �E uSEb AS SI LTATIOr�( CO 1 fP - T?
_ z 86
a.p � R '°.r� �1REGTIOt�1 Ot= GOt�1S6R.vAT(OIJ' GOMMIISS101•�
cn 9 "� N / F
- _ HOWARD A. FAFARD
Q rN V 1 ` prc !'� ,rD Slv�l l oc�, nr..l 5F+,kL-r (3-E 5u(�,TELT Tb T+4C- IZ VIEw Anlu
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256x4 Pro Spot Elevation 256x4
_ ; ��Iw• �s,I --�,6 /- 7 P P Exist. Spot Elevation
- �z►v f: STI Y _ ----
Io 1 72 7q -_ -- - �a �` ----f - Pro Sewer M .H. -�-
P• Exist. Sewer M.H.
9 J 4 . 64 -- - -- --- --
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LTV.).) 30,1:0 _ �--- —_ -12 Prop. C. P . —�-- Exist. C. B.
39° 4011W - _�_--- .-.
_ _ _-_-- - Prop. Sign UnitEntrance
- S g T: .. - - --- _ -- 08 Q� ---
- 44 20 E ,�-- -- 0 - ---- - -rn <, Pr •Wcter Line Exist.Water Line
- - — -- -- -- ID _ __.___ Prop. Water Line - Exist. Water Line
---- — — rF
' SWAMPSCO T ROAD ( 19c�3 , �T ` _T � Traffic Flow /-' Flow Arrow
E E
- --- - V� -- --f- - Water Gate
Silt Fence
DETAIL �z P. 1 .
Va 1v e
4 *ESTERLING
' No. "�
\ L = 68. 15 •� Handicapp-ed Space w/ Siqn
�= �Pt2nPo5Ep UTII.ITIEs wIw �, - 500.00 F iST�' 12' 0 11 I1
lE I” To MUI41CIPAL
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For Handicapped Parking Only
`�Fa�-I� 30" fzc.P t-o 6 E-
PL1.1 Gii�EP W/Got-t rte.('-T';✓
MAY NARD PLASTICS
SITE PLAN OF LAND
IN
— KEVISiON 3;°�►c APPROVED
c),5.05 3EAR PArJ.b[a C?Lsl- _�L,-rE¢e D SALEM PLANNING BOARD SALEM , M A
Q•23.85 FL.6LEJ., ¢oof 0"Al,�S
I; V.yy ADD f�" wA1F4 s SE¢�[c.ES,A1�
-- 5? I l[1FR SfiRL,---
ADD ED aIE SCALE : 111 = 40 I DATE : AUG 21 1985
43 85 �RaPPED ELE�. [' •
6S n e H
(Y THE FAFARD COMPANIES
IZ.ISSs e`DG 1'caFIL �� � 1 290 E LIOT STREET
p¢Nu+tlgE Q vF.=Eas �7vE
Iz.15.v Y rsl��
ASHLAND , M A
3•t 3•g�'°D p y
DATE 40 20 C 40 80 120 DRWN BY
CHKD BY :
SHEET I OF
/r"'�o 0/
1
h
W �
%;�11L,
L � m
i
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_LOCUS
PAZ y
4 �G,
tdr; Y.� 1 eC(,c,LAT1onlg` ��.�v�5�r2iA� ��wIS rr`
A�
N Lvt ArGEA 140 ,vp0 sf.
drr
MAY. Lo T Cwt..Sc '2..I a I I lol
q ►'1 N SroE H AW-0 3v FT
- Qeqpoa N Af/j - �U FT
f PROPERTY LINE 1
r' •
Fio-tTrc0 3o FT
13 + Acres
;.
Zoning District: I :.
FUTURE EXPANSION 1
1 50,000 S.F .
4 1
1
'G LOADING
DOCK
i
WAREHOUSE
56,000 S.F
{ Gni
G
li
TANK
T,
MANUFACTURING
106,000 S.F
CFFICE
10 S.F.
404' FR0NT,4GE
S W A M P S C O T T R O A D
NOTE.- 305 Parking spaces provided PRELIMINARY SITE PLAN
SALEM, MA
Scale: 1 " = 100
THE FAFARD COMPANIES Date: 3/ 27 /85
ASHLAND, MA
h.
! `� 0
A
i
\\ - LOT #2
,
AREA=4.6±Acres
N/F HOWARD A. FAFARD
ZONING : BUSINESS PARK' DEVELOPMENT DISTRICT LOCUS ( N . T . S . )
9
i L
;- It
Z
h / <' N/F HOWARD A. FAFARD
�(; / `�� USE SCHEDULE
2 SCP 0``�`;
N/F HOWARD A. FAFARD ccSp /
� � ' � ; 3 \ REQUIRED) SHOWN
t
LOT AREA 40,000 S.F. Qmin.) 4.6 ac.
BLDG. COVERAGE 45% (max.) 25%
n� .`j LOADING BAYS 3._ 3
�� OPEN SPACE 10% (min) 30%
v
_----------- - � 195
PARKING 186
MINIMUM YARD REQUIREMENTS
a - AREA=50,400tS.F. � FRONT 30'
SIDE 30'
J
FIN. FL. ELEV. 85 REAR 30'
o -- -
- -
ti C,� LEG END
YA '
TOP OF SLOPE T . 0 . S
C -
WETLANDS AREA EDGE OF WETLAND_ -
�
TRAFFIC FLOW
SILTATION CONTROL
EXISTING TREE LINE
87
PROPOSED CONTOURS
xx
J` PROPOSED C.B.
c>a PROPOSED SMH . •
16.0 � R ° f?.�= PROPOSED DMH . O
WATER FLOW
00
DAVID tib.
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t,!E! L, 7-
WNoT28575:a to ----- - --- ------ i
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'�pJ'J E 2TYi
----
,`� ,_���° , S ITE PLAN OF LAND
SALEMMA
q� R 0 A D APPROVED
SALEM PLANNING BOARD 11 _
'E V IS 10 NJ \ NI ��op v UTILITIi_, WILL SCALE : I - 4 0 DATE OCT 15 , 1985
-?,'EsW A rIE It\) Tv 1-10W-1 -AL sEcr.v�L� •, - THE FAFARD COMPANIES
290 ELIOT STREET
--- ASHLAND , MA.
�
40 20 0 40 80 120 DRWN BY : S C M__
CHKD BY:
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moeoSEv "-TIL ITIEs wILA, R = 800.00' �b,� I2' O 11 11
lE I" ro MUF- LC,(f^I� For Handicapped Parking Only
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SAT— �2.6 1�kr1r D,� SALEM PLANNING BOARD SALEM , MA
75 -— GUaKo KA/L Via 9-23 sS FL•EI EC. ¢J°i OAA J I,'tom 5
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C-kE6rorwr4r- e"9•6 THE FAFARD COMPANIES
IL•IS'fl6 p�RNu�t�E1� AscEaS�PR �
Flu, 290 E LIOT STREET
45 _ o _ _ __ o _ _ ASHLAND , M A
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1 FUTURE EXPANSION �
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Scale: 1 " = 100'
THE FAFARD COMPANIES Date: 3/27/85
ASHLAND, MA
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r� g a / �t7
•� '�° /� v FRONT 30
u Q +I,TE a7x� ' _ / SIDE 3\JI
vtik F '.,. -e ' R E A R 3o ,
_ - USE SCHEDULE
--------------
c� REQUIRED
SHOWN
i J g�x 3 �x
Y -
I LOT ARE. 40,J00 S . F . ( m n.) 13 ± Ac
� Nki oo BLDG. COVERAGE 45 % (max.) 30
-- _ - � - v
-•, ,.
—,4 c• J _ 9� GOADING BAYS 5 5
OPEN SPACE i 0 °ice ( min.) 4 5 %,
PARKING 282 s cs .
�z P 150 Paved
TES l \ICE
132 Unpaved
cm
cm a�
NOTES
I. SILT v::-FmGF- -ro I.tSEC AS S%LTAT1oPf GoNTfr,0L- 'PTL
°U 4 -- y --� 86
i CO - p - - �a os S��v `b/ N / F ��REc,,-�oN o� coNs�R vA-r�o� COHMlSslo►]
Q \� y,C P/V
� ;r
�� i�_^,� - �U �� , HOWARD A. FAFA�L) �. �rct'c'` �+� SI6�! L,ocAn( o.l SH��( riE 5L3TECT Tb r►+e 2�viEw ,�r-Ju
II,, d✓ r - , ,.. ✓/` ' RNNILU/IL
CF T+rE JWNNIN(, 'F%• f�lt0 .4� - TArSO i), T-4E 5#m''CC.1AL PE-..:-M;
(n D --- �. - c� of AUS.
Z Z_ -•, � _---- \� " ,. �-� i v- R�W K). A N U !'ttx� rtAZJ3 rC �tC I�•L JEYtIti�T �_�:N e 1�1T'
z
C.� 1 � ,U \\ " ----------94 / �, � I N Fc>R u�n u lJ ISL x 77►r rJl rlH Ttt �fll NL r3�ty5 fGE.F E K 'Z; TNG ^Kc r• T E C TL�1'' �.
W g3
O.00LtM ft / a 8
—_-_--—
V 9
{�.✓Ar�O pay /�tRiN `�T, 11�LH:�i ELTS.
.J
5E,-e rC_ K v EE OiK 71+C �.lt �-OI N cS l i..t.- t+�. ( �r.r r
T `
, " - ,� 5, tJATaR MA.Ikl Loop Su3,jFCl` r0 FiELD LQCATON .
Ji) UN PIS Ute. Et;
l�RE LEGEND
�4 DR,VE / Paop ----- n
�'"� `' 92 Proposed Contour -- 92 existing Contour
256x4 Prop. Spot Elevation 256x4 Exist. t
76 -
o po Elevation
'` >q - -f ---- Prop. Sewer M .H. --0 Exist. Sewer M. H.
r \ �p
s Z C- K : S °3 E _ - -{_� ---- Prop. Drain M .H. — —a:�-- Exist. Drain M.H.
i e) 5 S 39,1 '40"W — -�
Prop. C. F. Exist. C. B.
�� _ Prop. Sign Unit Entrance
' - TIDSa "-tF ) --� - _ _- t, - E ,�— -- _G -- - --- -- - - _ Pr P• Water Ling Line Exict.
-� 44 20 Water Line ,
<0 Prcp. Water - - Exist . Water Lind
SWAMPSCO T � Traffic Flow �'
Si ROAD ( �'' FIOW Arr,,w
- - S E_ E
--�- - - - -_ _ _- _ _ _ - - - ---_- - --_ - - -- ��� __ _- -� - -- -- Water Gate
<o DE TA I L - :�� DAY,:, ,
--�- -jc Slit Fence
tz
P. 1. Va Iv e
WEStfRCiNi. ��'�
L = 618. 15 Ha- za5�5
PI[aPo c un�rnEs wlu. R - 800.00 "���5 f�4�°i 12' It
Handicapped
TM IN To MUI-dIGIFAL- - I ,� Fcr HandicappedSParkin S
��vicr�.s' O = 0452 50
19gonly "
PI .IGlUt.O W/f.�tlC.2�"«
MAY NARD PLASTICS
SITE PLAN OF LAND
IN
�v�sloN 3,ok
APPROVED
t-- 2 � �, ��r�Q&Q SALEM PLANNING BOARD SALEM M A
9-23.8s Fl .b(Etl. ¢Doi ppl,t5
yy, 77 QQ gg._
I) L-os ADO fT SPAfi�Nr1 ERJStQs1.ADO
- SCALE : 1 = 40
g85 ,PAAMT �.Tr- .- . II I DATE AUG 21 , 1985
A E I�
il'�I.65 x
,Z•,a-�'> + c c'v •`:Esac>¢ THE FA FA R Ca C G M PA N I E S
290 E LIOT STREET
ASHLAND , M A
DATE 40 20 0 40 80 i20 DRWN BY :
CHKE BY
SHEET OF
Www_ _ a.. � • .
N
W
S MPSLOTT l�'p�D
ion 1c�
Loc U5 1
h
02 I `
134 9�
Io1 ,..
�2 L
Z �� oc
,�>o Db
$4
�S �Z
98
96
94
r �
WORK IN PROGRESS
�z .
.A
r
� �10
0Z
1
r
�8
1
A ,41 K2 4
ti
0
i
1 0� 10 / I
I
IL
9g
0
r
b1XT
e,
100
98 l
1�
96 /
94
9Z
�O
36 =
64-
132.
482
76
74 V1 \ 0
0
C7) j) 0
70 -72 �% MINIMUM YARD REQUIREMENTS
6 \`° FRONT 30 '
,4 a e>-ixs losx� SIDE 301
t>
REAR 301
A
USE SCHEDULE
75x� REQUIRED PROPOSED
76xLOT AREA 40,JOO S . F . ( min.) 566,300 S. F ± ( 13+ Ac.)
�Z `3 o BLDG. COVERAGE 45 % (max.) 30 %
a LOADING BAYS 5 5
9"=
bZ /f) JPEN SPACE 10 % ( m i n.) 56 %
PARKING 300 sacs . 150 spcs.
r —
i
i
WORK IN PROGRESS
-4
9
- - o
A*1 BL
fo
n
3
LEGEND
B Z4 x 6
�4
64 - �� 110 Proposed Contour ^' 110 Existing Contour
,r —� s I X /
2560 Prop, Spot Elevation 256x4 Exist. Spot Elevation
------ Prop. Sewer M .H. —4- Exist. Sewer M. H.
- — Prop. Grain M.H. Exist. Drain M.H.
-----------------
-ter-- Prop. C. e. Exist. C. B.
33 '-♦ Prop. Sign • Unit Entrance
74)! 9 Pry Water Line Prop. Water Line Exist.WaterLine Exist. Water Line
Traffic Flow �
Flow Arrow
- - — Water Gate Lights.
;L �r Hydrant
4
12
Handicapped Space w/ Sign
�
19 , aped Parking Only"
WORK IN PROGRESS 11 For Handicapped
,M
SITE PLAN OF LAND
IN
SALEM 7 m A
SCALE : III = 40 DATE JULY 1985
THE FAFARD COMPANIES
290 ELIOT STREET
ASHLAND , M A
L.Fi v�N Pi
CHKG BY
SHEET OF