HomeMy WebLinkAbout221 Willow Street - Site PlanLEGEND
#
LIGHT POLE ANTIQUE STYLE
0*
GROUND LIGHT
PERMITS +SEPTIC INSPECTION -
HYDRANT
OCATCH
BASIN
SEPTIC SYSTEM DESIGN
DATA
TILE 5 SEWAGE G FLOW DESIGN FLOW FOR
TITLE
FACILITY:
PER EXISTING DISPOSAL WORKS CONSTRUCTION
PERMITS +SEPTIC INSPECTION -
AS SHOWN ON COMMUNITY PANEL #25001
EXISTING FLOW 600 GPD + 975 GPD = 1575 GPD
REF. DWCP #'S 82-233 & #95-74
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EXISTING NET OFFICE AREA:
_�
APPROX. 7200 SF- (75 GPD/1000 SF) =
540 GPD
PROPOSED NET OFFICE AREA:
PROVIDED:
OVIDED:
APPROX. 7,910 SF- (75 GPD/1000 SF) =
593 GPD
< 1575 GPD OK
Route 6
SITE IN ZONE II:
71.8'
57,736 SF (440 GPD/40,000 SF) = 635
GPD
ALLOWED PER 310 CMR 15.214
0
NOTES:
1. CONTRACTOR SHALL BE
RESPONSIBLE FOR CALLING DIGSAFE
(1-888-344-7233) AND VERIFYING
THE LOCATION OF ALL UNDERGROUND
& OVERHEAD UTILITIES PRIOR TO
COMMENCEMENT OF WORK.
PARKING CALCULATIONS:
1 SPACE/2 OCCUPANTS,1 OCCUPANT /100 SF = 1 SPACE /200 SF
#221 7,902 SF (1/200) = 40 REQ. - 46 PROVIDED (NOT INCL. 6 SHARED)
3 OF THE 46 SPACES ARE HP (ONE IS VAN ACCESSIBLE - 521 CMR)
DCE #08-282
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1 r 188.17' N 88'51'13" E
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Il 0
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i ' 1 EXISTING PAV
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0
q�SPACE REMOVE STEI
I / INFILL, WALL
/ 0 0 - - - - _ - -ATTIC 22 4' v EXISTING 2ND FLOOR
I _ ' REMOVE WAL
AND STEPS
I�III I ' #221
I, II i o
EXISTING4 OFFICE BUILDING -
V1/ElFOOTPRINT M
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IIiiI
IIi iI
iIII
I
28.6'
EXISTING 2ND FLOOR
.
,
2ND STORY ADDITION
(EXISTING IST FLOOR)
PROPOSEi n ( G ADDITIOND 2 /
TO FOOTPRINT
r l I PROPOSE& - - G -
I 1 I
- - - - - - - - -- HP RAMP - - - - - - - -
EDG - --
jI
Oq I ( ! Y PAVE �SZ C RE
#221
I `
MAP 103 PCL 7 (15) SPACES PARK
,- -\ 57,736 SF 1.32 ACRS 6
ID
EPP. 4DG (24) SPACES (INCLI
PNG a 9oP RKING IG T
/ z ,
I I I S884 '58' W 60.00
I ! o ....
II i I .
o 60.00'_._.. ... .
I
L t PARKING AND ACCEE
j Z j6k �� - -- -EASEMENT AREA -
- o 76 - -6;864±-
--------- - - -
I=- -----r - - -
GRANITE CURB TYP.
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Scale: 1"= 20'
7.
0 10 20 30 40 50 FEET
2b•o5
.#203- - /
ax -
AT) in -4 r)r�T o,'
DANIEL A. G,�"'o`'V
OJALA
DANIEL
CIVIL
��" '�
s A.
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No. 46502
AS SHOWN ON COMMUNITY PANEL #25001
OJALA
DATED 6/17/1986 (NOT A FLOOD HAZARD
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A NO(
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,.
Foy DANIELA. �N o� DANIEL y�
o OJALA R 0 A.
U CIVIL
o,46502 q No. 40980
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Oak
DATE
DATE DANIEL A. OJALA, P.E., P.L.S. /
a
a
W
LO
'da
LOCUS MAP
SCALE 1"=2000'±
6�
0
LOCUS IS WITHIN FEMA FLOOD ZONE C
LOCUS MAP
SCALE 1"=2000'±
MAP 103 PCL 7
0
LOCUS IS WITHIN FEMA FLOOD ZONE C
AS SHOWN ON COMMUNITY PANEL #25001
Dennis
Pond
DATED 6/17/1986 (NOT A FLOOD HAZARD
ZONE)
--------------.�.._. ----
----
ZONING DISTRICT: B3 BUSINESS DISTRICT
� c
h? z
C
PROVIDED:
OVIDED:
Q
Exit 7
Yormouth
Route 6
Campground
71.8'
G\ N
76.5'
V
04
0
MAX. BUILDING COVERAGE 35%
9.6%
TOTAL IMPERVIOUS 70%
d
OWNER OF RECORD
LOCUS MAP
SCALE 1"=2000'±
MAP 103 PCL 7
LOCUS IS WITHIN FEMA FLOOD ZONE C
AS SHOWN ON COMMUNITY PANEL #25001
50003 C
DATED 6/17/1986 (NOT A FLOOD HAZARD
ZONE)
ZONING SUMMARY
ZONING DISTRICT: B3 BUSINESS DISTRICT
REQUIRED:
PROVIDED:
OVIDED:
MIN. LOT SIZE 40,000 S.F.
57,736 7 6 SF
MIN. LOT FRONTAGE R TACE 100
301.00,
MIN. FRONT SETBACK 30'
71.8'
MIN. SIDE SETBACK 10'
76.5'
MIN. REAR SETBACK 30'
22.4'
MAX. BUILDING COVERAGE 35%
9.6%
TOTAL IMPERVIOUS 70%
54.1%
OWNER OF RECORD
TWO THIRTY ONE WILLOW STREET TRUST
c/o MILL LANE MANAGEMENT, INC.
231 WILLOW STREET
YARMOUTH PORT, MA 02675
REFERENCES
DEED BOOK 22105 PAGE 205
DEED BOOK 3673 PAGE 328 (REAR YARD SETBACK)
PLAN BOOK 414 PAGE 23
ARCHITECT
BROWN LINUWUISI FLNICCIO & RABER ARCHITECTS, INC.
203 WILLOW STREET, SUITE A
YARMOUTHPORT, MA 02675
WO; Mutt N- LQ. WN
SY1A'P1S AND RE � 41 G�
Y TH W TER DEPT DATE /
OMTE PLAN
OF
YARMOUTHPORT, MA_
#221 WILLOW STREET
PREPARED FOR
CHARLES BILEZIKIAN
SCALE: 1' = 20' DATE: FEBRUARY 6, 2009
I off 508-362-4541 PERMIT SET- NOT FOR CONSTRUCTION
fax'508-362-9880
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dorm cape e*7 eerinog, h7C.
civil engineers FILE COPi'
`"land surveyors .
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02575
08-282 22'. WILLO'N.CWG