HomeMy WebLinkAbout157 Route 6A - Existing Conditions Site PlanGENERAL 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
EQUIPMENT IN THE CONSTRUCTIONAREAUTILITIES WHICH MAY E
AREA FORVERIFICA ION OFLOCAT ONS, OR
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 PERO. 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
o EXISTING CONDITIONS_ SITE PLAN
m DF LAND IN
WEST YARMOUTH, MA
PREPARED FOR
o (DOJ INAHO RESTAURANT
#157 ROUTE 6A, YARMOUTH PORT
DRAFTER: SBO
CHKD BY: AHO
SCALE 1" = 20'
01-078INAHO.M
PROP. ADDITION
ROUTE 8A
48.9 49 GRANITE
��
a CURB + 7. T 70.15'
ASPHALT SIDEWALK 49.0
so.
9.8 ^ a
j '
6
�51
50.4 "51.3
INAHO
148 51, RESTAURANT
/1;FIRST FLOOR 17,6'
ELEV. =50.76
I W
ry
2 Q W
3.0
52.9
17.3, 7 K
% E -LOCATE 6.1'
X
I - (h$TAIRS
25.6'` T 52.3
+53.2 1(
I �2.4 x
EXIST. GREASE TRAP (1500 GAL)
4. 52.7
�J x
a .5 '
i
ASPHALT
53.3 PARKING 2.6
(,2.7
t 4
52.4.5
53.3 52.8
' r
l
5 I
4
SPEED gDMp 1r
52.7
t 52.8
&
522
53.7 '
FENCED �3 3.1 i .7
DUMPSTER
53.4 AREA
52.0
X53.3 GRAVEL /
�+ PARKING 52.a
j (LEACHING AREA UNDER)
52.2 '
t C
1 / M
l
1 c 50.7
r } 9
50.8
2'5-"
s2
�3.1 LOT AREA
33,532± SO. FT.
0.77± ACRES
DATE: 5-10-01
ARNE
EXIST. 4500 GAL SEPTIC TANK
El
1 NOT TD SCALE
ASSESSORS MAP 122 PCL 125
DEED REFERENCE: DB 8177 PAGE 250
ZONING DISTRICT: Bl
SETBACKS: 30' FRONT, 25' SIDE, 20' REAR
MAX BUILDING COVERAGE 257
MAX IMPERVIOUS COVERAGE: 70%
FLOODZONE: C
IAT SIZE: 33,532 SF± (0.77AC.±)
AREA OF EXISTING FOOTPRINT: 2613± SF
AREA OF PROPOSED ADDITION: 747± SF
7. COVERAGE EXISTING: 7.77
7. COVERAGE 'WITH PROPOSED ADDITION: 10.0%
SCALE 1'=20'
20 0 20 40 60 Feet
LEGEND
O SEWER MANHOLE
350
0 WATER GATE
rVENT PIPE
GROUND LIGHT
k off 508-362-4541
9V fax 508 362-9880
down cope engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 Main Street - YARMOUTHPORT, MA
d
o EXISTING CONDITIONS_ SITE PLAN
m DF LAND IN
WEST YARMOUTH, MA
PREPARED FOR
o (DOJ INAHO RESTAURANT
#157 ROUTE 6A, YARMOUTH PORT
DRAFTER: SBO
CHKD BY: AHO
SCALE 1" = 20'
01-078INAHO.M
PROP. ADDITION
ROUTE 8A
48.9 49 GRANITE
��
a CURB + 7. T 70.15'
ASPHALT SIDEWALK 49.0
so.
9.8 ^ a
j '
6
�51
50.4 "51.3
INAHO
148 51, RESTAURANT
/1;FIRST FLOOR 17,6'
ELEV. =50.76
I W
ry
2 Q W
3.0
52.9
17.3, 7 K
% E -LOCATE 6.1'
X
I - (h$TAIRS
25.6'` T 52.3
+53.2 1(
I �2.4 x
EXIST. GREASE TRAP (1500 GAL)
4. 52.7
�J x
a .5 '
i
ASPHALT
53.3 PARKING 2.6
(,2.7
t 4
52.4.5
53.3 52.8
' r
l
5 I
4
SPEED gDMp 1r
52.7
t 52.8
&
522
53.7 '
FENCED �3 3.1 i .7
DUMPSTER
53.4 AREA
52.0
X53.3 GRAVEL /
�+ PARKING 52.a
j (LEACHING AREA UNDER)
52.2 '
t C
1 / M
l
1 c 50.7
r } 9
50.8
2'5-"
s2
�3.1 LOT AREA
33,532± SO. FT.
0.77± ACRES
DATE: 5-10-01
ARNE
EXIST. 4500 GAL SEPTIC TANK
El
1 NOT TD SCALE
ASSESSORS MAP 122 PCL 125
DEED REFERENCE: DB 8177 PAGE 250
ZONING DISTRICT: Bl
SETBACKS: 30' FRONT, 25' SIDE, 20' REAR
MAX BUILDING COVERAGE 257
MAX IMPERVIOUS COVERAGE: 70%
FLOODZONE: C
IAT SIZE: 33,532 SF± (0.77AC.±)
AREA OF EXISTING FOOTPRINT: 2613± SF
AREA OF PROPOSED ADDITION: 747± SF
7. COVERAGE EXISTING: 7.77
7. COVERAGE 'WITH PROPOSED ADDITION: 10.0%
SCALE 1'=20'
20 0 20 40 60 Feet
LEGEND
O SEWER MANHOLE
350
0 WATER GATE
rVENT PIPE
GROUND LIGHT
k off 508-362-4541
9V fax 508 362-9880
down cope engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 Main Street - YARMOUTHPORT, MA