HomeMy WebLinkAbout157 Route 6A - Existing Conditions Site Plan 25
GENERAL NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. VERTICAL DATUM IS ASSUMED FROM QUAD MAP
3, TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING 5/01
THE EXISTING SEPTIC SYSTEM IS DESIGNED TO ACCOMMODATE A FLOW OF
3013 GALLONS PER DAY, BASED ON A 4 MIN. PER INCH PERC. RATE
(UNDER OLD TITLE 5)
RESTAURANT FLOW IS BASED ON 80 SEATS
UPSTAIRS CONTAINS 1 BEDROOM
TOTAL NUMBER OF SEATS TO REMAIN AT 80 AND NO CHANGE IN NUMBER
OF BEDROOMS
/1"
00 EXISTING CONDITIONS SITE PLAN
m O OF LAND IN
-q WEST YARMOUTH, MA
O
PREPARED FOR:
9 00 INAHO RESTAURANT
3 #157 ROUTE 6A, YARMOUTH PORT
ROUT' 6A
48.9 49 �i GRANITE
t.4 CURB
7,
918
70.15' ASPHALT SIDEWALK 49.0
m so.
.. � . j 1 i'\ 50
6
PROP. ADDITION
+53.2
53.3
53.3
50.4
INAHO L
RESTAURANT
FIRST FLOOR
ELEV: = 50.76
7 6'
v~i Y 7.7,
CU
2O �
N � '
.7/ `� t
X
X X E-LOCATEy 6.I'
X.TAtRS
25.6-�� f 52.3
EXIST. GREASE TRAP (1500 GAL)
(D2.7
k
ASPHALT /� k
PARKING h 52.6
EXIST. 4500 GAL SEPTIC TANK
f vf, 52.7
�/ t'.4
52.49,, i
52.8
1 5
4
SPEED BUMP
If
53.7f4
IJ
FENCED 3
DUMPSTER
53.4 AREA
3.3
GRAVEL /
PARKING
(LEACHING AREA UNDER)
52.4
52.2�y�,�
� f 2.1
It
I _ I
/ 00
\ I
52.7
t 52.� �
52.2
�+ 50.7
v (/
-i..�i. P 51.0 50.8
c 9
LOT AREA
33,532± SO. FT.
0.77± ACRES
69.75'
E
ASSESSORS MAP 122 PCL 125
DEED REFERENCE: DB 8177 PAGE 250
ZONING DISTRICT: Bi
SETBACKS: 30' FRONT, 25' SIDE, 20' REAR
MAX BUILDING COVERAGE 25%
MAX IMPERVIOUS COVERAGE: 707
FIAODZONE: C
LOT SIZE: 33,532 SF± (0.77AC.±)
AREA OF EXISTING FOOTPRINT. 2613± SF
AREA OF PROPOSED ADDITION: 747± SF
7. COVERAGE EXISTING: 7.7%
Z COVERAGE 'WITH PROPOSED ADDITION: 10.07.
LEGEND
IS SEWER MANHOLE
5
3O0 WATER GATE
II VENT PIPE
GROUND LIGHT
YO l
e
SCALE: 1'=20'
20 0 20 40 60 Feet
L--
off 508-362-4541
fax 508 362-9880
DRAFTER: SBO DATE: 5-10-01 P`w Dr M�.
CHKD BY: AHO fir. AFNE A`a� downcape er7gineering, inc.
s o A = CIVIL ENGINEERS
SCALE 1" = 20'_ a LAND SURVEYORS
'Y LA,05`Q� -
939 Main Street YARMOUTHPORT, MASS.
01-078[NAHO.DWG
LOCUS
z
c
s
w
� m
0
z
z
LOCUS
MAP
NOT TO SCALE
ASSESSORS MAP 122 PCL 125
DEED REFERENCE: DB 8177 PAGE 250
ZONING DISTRICT: Bi
SETBACKS: 30' FRONT, 25' SIDE, 20' REAR
MAX BUILDING COVERAGE 25%
MAX IMPERVIOUS COVERAGE: 707
FIAODZONE: C
LOT SIZE: 33,532 SF± (0.77AC.±)
AREA OF EXISTING FOOTPRINT. 2613± SF
AREA OF PROPOSED ADDITION: 747± SF
7. COVERAGE EXISTING: 7.7%
Z COVERAGE 'WITH PROPOSED ADDITION: 10.07.
LEGEND
IS SEWER MANHOLE
5
3O0 WATER GATE
II VENT PIPE
GROUND LIGHT
YO l
e
SCALE: 1'=20'
20 0 20 40 60 Feet
L--
off 508-362-4541
fax 508 362-9880
DRAFTER: SBO DATE: 5-10-01 P`w Dr M�.
CHKD BY: AHO fir. AFNE A`a� downcape er7gineering, inc.
s o A = CIVIL ENGINEERS
SCALE 1" = 20'_ a LAND SURVEYORS
'Y LA,05`Q� -
939 Main Street YARMOUTHPORT, MASS.
01-078[NAHO.DWG