HomeMy WebLinkAbout157 Route 6A - Site Plan 51 #157 ROUTE 6A, YARMOUTH PORT
LANDSCAPE TIMBER WALL/
BORDER AROUND ADDITION
GRAVEL FRENCH DRAIN
BET. BORDER & ADD'N '
UTILIZE P.T. WOOD ON ADD'N
PROPOSED ADDITION
28.0' X 20.7' = 747 SF
SITE BENCHMARK:
P.K. NAIL IN ASPHALT
ELEVATION 53.18'
PROPOSED PAINTED STRIPING
AS INDICATED
N
ROUTJ6, 6'A
S� 48.9
49
GI>M).4
>. 70 q Z URB
54. 15 �PHALT Sia 44.0
PREA
'
STEPS35.4' S 751.3NAH0CO cooTAURANTRST FLOOREV. = 52.48OSED RELOCATEDTER SERVICERU C.C. CELLAR)TING WATER SERVICE±
IA.D.
EL -52.43
53.2 AIL EL 52.9#
5 '
EXIST.
I ASPHALT
53.3 PACKING
t SPEED B
/ 3/3
I 1
1 71
53.7 I
FENCED /
DUMPSTER 1 1
AREA 53.4 1 1
53-
53.3 f II EXIST._`
GRAVEL
/ PARKIN/
EXISTING SEPTIC LEACH".G SY"TEM !
1 1
(APPROX. LOCATION) 5P-�
/
/
11
f
52.2
48"0 OAK
52,8
CAUTION: GAS IN AREA
RE -PLUMB EXISTING SANITARY SEWER IF
REOUIRED BY EXCAVATION. MATCH
DUSTING GRADES. ALL WORK TO CONFORM
TO TITLE 5 AND PLUMBING CODE.
RELOCATED
DECK STAIRS
_� KITCHEN FLOW (APPROX. LOCATION, V.I.F.)
52.3
EXISTING FENCE TO BE MOVED TO
ACCOMMODATE NEW STAIR LOCATION
EXIST. GREASE TRAP (1500 GAL)
EXIST. 4500 GAL SEPTIC TANK
SEPTIC TANK
GAL SEPTIC TANK
SEPTIC MANHOLE
'��
SITE PLAN
_Wt_
o
g�
VENT PIPE
M
-'
OF LAND IN
U
UTIL(tY POLE LIGHT
YARbiOUTHPORT, MA
0A.D.
�
W
m
EXISTING TREE
W
O
PREPARED FOR:
9
CO
INAHO RESTAURANT
1 #157 ROUTE 6A, YARMOUTH PORT
LANDSCAPE TIMBER WALL/
BORDER AROUND ADDITION
GRAVEL FRENCH DRAIN
BET. BORDER & ADD'N '
UTILIZE P.T. WOOD ON ADD'N
PROPOSED ADDITION
28.0' X 20.7' = 747 SF
SITE BENCHMARK:
P.K. NAIL IN ASPHALT
ELEVATION 53.18'
PROPOSED PAINTED STRIPING
AS INDICATED
N
ROUTJ6, 6'A
S� 48.9
49
GI>M).4
>. 70 q Z URB
54. 15 �PHALT Sia 44.0
PREA
'
STEPS35.4' S 751.3NAH0CO cooTAURANTRST FLOOREV. = 52.48OSED RELOCATEDTER SERVICERU C.C. CELLAR)TING WATER SERVICE±
IA.D.
EL -52.43
53.2 AIL EL 52.9#
5 '
EXIST.
I ASPHALT
53.3 PACKING
t SPEED B
/ 3/3
I 1
1 71
53.7 I
FENCED /
DUMPSTER 1 1
AREA 53.4 1 1
53-
53.3 f II EXIST._`
GRAVEL
/ PARKIN/
EXISTING SEPTIC LEACH".G SY"TEM !
1 1
(APPROX. LOCATION) 5P-�
/
/
11
f
52.2
48"0 OAK
52,8
CAUTION: GAS IN AREA
RE -PLUMB EXISTING SANITARY SEWER IF
REOUIRED BY EXCAVATION. MATCH
DUSTING GRADES. ALL WORK TO CONFORM
TO TITLE 5 AND PLUMBING CODE.
RELOCATED
DECK STAIRS
_� KITCHEN FLOW (APPROX. LOCATION, V.I.F.)
52.3
EXISTING FENCE TO BE MOVED TO
ACCOMMODATE NEW STAIR LOCATION
EXIST. GREASE TRAP (1500 GAL)
EXIST. 4500 GAL SEPTIC TANK
SEPTIC TANK
GAL SEPTIC TANK
ASSESSORS MAP 122 PCL 125
DEED REFERENCE- DB 8177 PAGE 250
ZONING DISTRICT: 131
SETBACKS: 30' FRONT, 25' SIDE, 20' REAR
MAX BUILDING COVERAGE 25%
MAX IMPERVIOUS COVERAGE: 70%
FIAODZONE C
IAT SIZE: 33,532 SF± (0.77AC.±)
AREA OF EXISTING FOOTPRINT: 2613± SF
AREA OF PROPOSED ADDITION: 747± SF
BUDDING COVERAGE: EXISTING: 7.7%
BUILDING COVERAGE TMH PROPOSED ADDITION: 10.0%
EXISTING H-10 RESTAURANT USE (NO CHANGE)
EXISTING RESIDENTIAL USE (NO CHAT GE)
IMPERVIOUS COVERAGE,: EXISTING 16745/33532 = 50%
PROPOSED = 17492/33532 = 527.
(INCLUDES ALL GRAVEL AREAS)
LEGEND
OS
SEPTIC MANHOLE
'��
WATER GATE
_Wt_
WATER UNE
g�
VENT PIPE
LOCUS
m
EXISTING SIGN
U
UTIL(tY POLE LIGHT
PROPOSED HCP SIGN
0A.D.
W
m
EXISTING TREE
W
O
NI
0
LOCUS
MAP
NOT TO SCALE
ASSESSORS MAP 122 PCL 125
DEED REFERENCE- DB 8177 PAGE 250
ZONING DISTRICT: 131
SETBACKS: 30' FRONT, 25' SIDE, 20' REAR
MAX BUILDING COVERAGE 25%
MAX IMPERVIOUS COVERAGE: 70%
FIAODZONE C
IAT SIZE: 33,532 SF± (0.77AC.±)
AREA OF EXISTING FOOTPRINT: 2613± SF
AREA OF PROPOSED ADDITION: 747± SF
BUDDING COVERAGE: EXISTING: 7.7%
BUILDING COVERAGE TMH PROPOSED ADDITION: 10.0%
EXISTING H-10 RESTAURANT USE (NO CHANGE)
EXISTING RESIDENTIAL USE (NO CHAT GE)
IMPERVIOUS COVERAGE,: EXISTING 16745/33532 = 50%
PROPOSED = 17492/33532 = 527.
(INCLUDES ALL GRAVEL AREAS)
LEGEND
OS
SEPTIC MANHOLE
'��
WATER GATE
_Wt_
WATER UNE
II
VENT PIPE
GROUND LIGHT
EXISTING SIGN
UTIL(tY POLE LIGHT
PROPOSED HCP SIGN
0A.D.
AREA DRAIN
EXISTING TREE
PARKING CALCULATIONS:
80 SEATS (1 SPACE/3 SEATS) - 27 SPACES
1 DWELUNG UNIT (2 SPACES/UNIT) = 2 SPACES
6 EMPLOYEES (1SPACE/2 EMPLOYEES) - 3 SPACES
32 SPACES REQUIRED
32 SPACES PROVIDED
521 CMR: 2 ACCESSIBLE SPACES REQUIRED
T',�iQ urD AC I:SGI F SPACPS PPnV!DFD U711IDINr
ONt VAN A. c: SIBS Sr ACL
I I NOTE: ADDITIONAL LEGAL ON -STREET PARKING IS AVAILABLE
If ON ROUTE 6A ON BOTH SIDES OF SITE.
I i /
50.7
0 /11
50.6
X51.0 - - ..
3.t
SQUA.77 OFF
J GRAVEL AREA
AS SH(°SN
LOT AREA
33,532± SQ. FF.
0.77± ACRES
WOODED AREA
SITE PLAN
SCALE: 1'=20'
20 0 20 40 60 Feet
DRAFTER: DAO DATE: --23-01
CHKD BY: AHO
SCALE 1" = 20'
01-078INAHO.DWG
SEPTIC REVIEW:
THE EXISTING SEPTIC SYSTEM IS DESIGNED TO ACCOMMODATE A FLOW OF
3013 GALLONS PER DAY, BASED ON A 4 MIN. PER INCH P£RC. 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
80 SEATS (35GPD/SEAT) - 2800 GPD
1 BEDROOM = 110 GPD
2910 GPD DESIGN FLOW
UTILIZE EXISTING 3013 GPD CAPACITY SEPTIC SYSTEM
(SEE PLANS ON FILE WITH THE HEALTH DEPARTMENT)
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 UPLTTI£S 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
4. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDMSION REGULATIONS
AND/OR THE MASSACHUSETTSDEPARTMENT,OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.
AND YARMOUTH HEALTH REGIJI-ATONS.
5. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS.
off 508-362-4541
°v;=7 / fax 508 362-9880
SN Of M„�
OF "Qs do wn cape engineering, Inc.
APNEH. `�G ori aqN� `sem CIVIL ENGINEERS
�JaLA G� - H. ✓N
CIviL H s OJALA LAND SURVEYORS
.o 140.2fi348
IST 9J9 939 Ma;n Sheet - YARMOUTHPORT, MASS.