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1601 Trapelo Road Waltham MA 02154
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APPROVELID
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'YARMOUTH COMMITTEE
OKHRHD
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CORNER BR'D%NEW80ARO5
No
Date
Revision
Project Name
BIO -MEL ;CAL APPLICATIONS OF
CAPE COD (expansion)
20 -Willow Street
Yarmouth, Mass.
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Project Number
Date MARCH 25� 8B
Scale V4 //` /-100,
WEAVE NEW
WINDOW AND C NEW WINDOW SND
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Sheet Number
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National Medical Care Inc
William A Previdi AIA Architect
1601 Trapelo Road Waltham MA 02154
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APPROVELID
Lf 3/ FT r i�
'YARMOUTH COMMITTEE
OKHRHD
No
Date
Revision
Project Name
BIO -MEL ;CAL APPLICATIONS OF
CAPE COD (expansion)
20 -Willow Street
Yarmouth, Mass.
,f
Project Number
Date MARCH 25� 8B
Scale V4 //` /-100,
Drawn By MICAL /Z ZI
Checked By
Sheet Title
Sheet Number
EX rER/o/c
SLE VAT/OA/.�
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I N VEQ T S
EX/ST/NC 0005/1VG T,dA/K 4-"11VV.
OUT = 94 43
Ex/571NC. 0/57•47JBU7'/0N MANHOLE
33�/ TO I „
4. 1/N✓ /N t
174,00
¢"/N V, OUT :
93.80
EXIST/NG LEACH/NG P/75 A// 2/3
EX/ST/NG WORK WH/OH INV,04V•ES NO
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L/NE 5
4" /NV• /N -
93,52
- A307`7"OM OF PIT
5552
EX/ST/NG GE4GNlNG /SITS � 4/Sr /o
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73, 4G
/BOTTOM OF P/ T` c
85,46
EX/STING LEACHINGP/TS 07,519
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93.32
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REVE4LEO NO GROUNOWdrETL MISS P.QSENT AT ELEV, 78,0,
THE LEvE.L OF PENN CEN7`1Z4e_ Rd/LROAO 6EO
/SERC. TEST Td KEN 67 6L ---V 8-7-3 71-0/
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LOAM LOAM L0,6M
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95.0 30" 98.5 30" 98,7 24 °
MED Tb MED TO A4,SD TO
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TEs, = 89.3
TRACE 7'/Z,dGe � RGGE
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BSo /S'O" 89'.3 1 1/44" 89.2 3Er"
C, dM) COVE2 7-6 BE
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CR Eq UAL d-MORTd2 HE4VY DUTY cxsr /RoN
,tE4U/rQE'O. GOU/25E5 'd -r FRdM6S AHO COVERS
TO MEET PROPO.-OSED ro2dOCS sF_T TO GRA Ce
(NliN. WEIGHT 3/0 LBS)
MlL FULYcTHYGENE __
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GENERAL NOTES
7,
L /NE OF
33�/ TO I „
be retained on site. The remaining loam, subsoil and
1.
8V/LD/NG
W,QSNEO STONE
-
EX/ST/NG WORK WH/OH INV,04V•ES NO
GHAN6L /S /ND/Cd TED yVIT7� LIGHT - ,
L/NE 5
material remaining from earthwork shall be disposed of at a
wi
,1n
5_c
�
displacement. All structures shall be carefully backfilled
suitable location off-site.
local rules and regulations.
so as to prevent damage and preserve alignment and grade.
12.
Provide ground mounted waterproof junction box size as
2.
CREC.5,07,CD
8.
Utility locationg,,above or below ground shown on this plan
Project Name
required to cut into existing outdoor lighting circuit.
C/�PE COD (expansion)
Health prior to backfill. \,
Yarmouth, Mass.
2x4x 2' o"
r'
Extend existing circuits as required after the installation.
C;,P_Eo SO TED'
Date lV AA2Cx 25/,/j68
Contractor to check and verify all utility locations and
Drawn By MICA L/ZZ/
Vr00z> STd KES
3.
Any conditions encountered during construction differing from
U/TE,�N
4'O'•O.C,
13.
All wiring shall be 3 #l0 run in min. 1" PVC schedule 40
those shown hereon shall be reported to the Architect before
damages incurred as a result of utilities omitted or
SECT. *.Q ,r
S%ONE
/:2/P
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j1E•LOC•6TE &"XB"
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L
205. S2 L EX/Sr/NG Ll6HT Aotz -
TO BE REMOVED'
- p/.CONNECT /-'Ou1ER ,
d7 THIS POLE
t
National Medical Care Inc
GENERAL NOTES
7,
Structures shall be placed on level and stable bases which
- - -' /02 - -- EX/ST/NG CO/1/70U1z5
be retained on site. The remaining loam, subsoil and
1.
All work and materials shall conform to the requirements of
COA/7i2AC7 WORK IS /N.Cr/cdTEO
,BY THE N/O.QO %LVE W)OFc'(/?ELOGdTEO�
have been prepared so as to prevent future settlement or
EX/ST/NG WORK WH/OH INV,04V•ES NO
GHAN6L /S /ND/Cd TED yVIT7� LIGHT - ,
L/NE 5
material remaining from earthwork shall be disposed of at a
wi
Title 5 of the State Environmental Code and any applicable
displacement. All structures shall be carefully backfilled
suitable location off-site.
local rules and regulations.
so as to prevent damage and preserve alignment and grade.
12.
Provide ground mounted waterproof junction box size as
2.
The system shall be inspected and approled by the Board of
8.
Utility locationg,,above or below ground shown on this plan
Project Name
required to cut into existing outdoor lighting circuit.
C/�PE COD (expansion)
Health prior to backfill. \,
Yarmouth, Mass.
are approximate only. It shall be the responsibility of the
r'
Extend existing circuits as required after the installation.
Project Number
Date lV AA2Cx 25/,/j68
Contractor to check and verify all utility locations and
Drawn By MICA L/ZZ/
Checked By
3.
Any conditions encountered during construction differing from
U/TE,�N
elevations. The Architect will assume no responsibility for
13.
All wiring shall be 3 #l0 run in min. 1" PVC schedule 40
those shown hereon shall be reported to the Architect before
damages incurred as a result of utilities omitted or
conduit, min. 30" below grade.
construction begins.
inaccurately shown prior to the commencement of any
earthwork. The Contractor shall notify all local utility
14.
Installations shall match that of existing conditions. Poles
q
4.
All elevationscompanies
- based on assumed datum.
com p involved.
shall be mounted at least 2 feet from the limit of topsoil
removal.
5.
All leaching pits shall be heavy duty precast concrete dry
9,
Elevations of existing inverts shall be verified at the time
wells and shall be capable of withstanding H-20 traffic
of construction.
15.
Class I bituminous concrete pavement, Type I -L shall conform
loadings. Leaching pit access manholes shall be constructed
to Section 460 of the Massachusetts D.P.W. Standard
Specifications.
of precast concrete with a concentric top section and shall
10.
The Contractor shall completely clear and grub the area
be capable of withstanding H-20 traffic loadings. All
within the limits of topsoil removal. Additional clearing
16.
Aluminum corrugated metal pipe shall be in
manhole joints shall be sealed with the manufacturers
and grubbing for remaining areas within the limits of
conformance with
the relevant requirements AASHO!196.
recommended seal and gasket and shall be watertight.
construction shall be done only to the extent necessary for
of
the installation of leaching facilities. All trees, stumps,
17.
All area surroundingthe
new parking lot which has been
6.
Backfill around all structures and pipings shall be free of
and debris resulting from such operations shall be disposed
disturbed by construction shall lae stabilized
large stones; masonry, stumps, waste construction material or
of at a suitable location off-site.
with a 3" depth
of wood chip mulch in conformance with Section M6.04.3
any material considered objectional Uy the Architect.
11.
All existing loam and subsoil within the limits of topsci,
of the
Massachusetts D.P.W. Standard Specifications.
removal shall be excavated. -Only that portion of l -i.. e-._ded
18.
Upon completion of the work, the Contractor is responsible
to redress the area within the limits of construc`-ion shall
for the final cleanup of the construction site and shall
leave the area in a neat and orderly manner.
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National Medical Care Inc
William A Previdi AIA Architect
1601 Trapelo Road Waltham MA 02154
L 4E GE A/ ,D
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wi
No
Date
Revision
Project Name
810 -MEDICAL APPLICATIONS OF
C/�PE COD (expansion)
241 Willow Street
Yarmouth, Mass.
r'
J
Project Number
Date lV AA2Cx 25/,/j68
Scale
Drawn By MICA L/ZZ/
Checked By
Sheet Title
Sheet Number
U/TE,�N
SITE:
'A No 4)r L V
PLAN