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ASSESSORS MAP 122 PCL 125
`s
DEED REFERENCE: DB 8177 PAGE 250
s
ZONING DISTRICT: BLL
_W_
�g
(18.9' SIDE PROPOSED)
LOCUS
m
W
MAX IMPERVIOUS COVERAGE: 70%
Z
Sq
LOT SIZE: 33,532 SF± (0.77AC.±)
AREA OF EXISTING FOOTPRINT: 2602± SF
AREA OF PROPOSED ADDITION: 344± SF
SS
c
W
Q_
J
;
A
EXISTING H-10 RESTAURANT USE (NO CHANGE)
0
y
ACCESSIBLE BATHROOMS AND PROVIDE AN AIRLOCK
0
ENTRY AND SMALL STORAGE CLOSET. NO INCREASE
IN PARKING DEMAND IS ANTICIPATED.
IMPERVIOUS COVERAGE: EXISTING 16745/33532
= 50%
i
= 517
(INCLUDES ALL GRAVEL AREAS)
LOCUS
MAP
NOT TO SCALE
i
ASSESSORS MAP 122 PCL 125
`s
DEED REFERENCE: DB 8177 PAGE 250
*Oo
ZONING DISTRICT: BLL
_W_
SETBACKS: 30' FRONT. 25' SIDE, 20' REAR
(18.9' SIDE PROPOSED)
MAX BUILDING COVERAGE 257
S3
MAX IMPERVIOUS COVERAGE: 70%
FLOODZONE: C
Sq
LOT SIZE: 33,532 SF± (0.77AC.±)
AREA OF EXISTING FOOTPRINT: 2602± SF
AREA OF PROPOSED ADDITION: 344± SF
SS
BUILDING COVERAGE: ErSTINC: 7.87
gill T,ING CTIVFRAGF WITH PRnpn'�FD ADDITION'
R u�
EXISTING H-10 RESTAURANT USE (NO CHANGE)
A PROPOSED ADDITION WILL HOUSE HANDICAPPED
EXISTING RESIDENTIAL USE (NO CHANGE)
ACCESSIBLE BATHROOMS AND PROVIDE AN AIRLOCK
ENTRY AND SMALL STORAGE CLOSET. NO INCREASE
IN PARKING DEMAND IS ANTICIPATED.
IMPERVIOUS COVERAGE: EXISTING 16745/33532
= 50%
PROPOSED = 17089/33532
= 517
(INCLUDES ALL GRAVEL AREAS)
PARKING CALCULATIONS:
UPSTAIRS: 1 DWELLING UNIT (2 SPACES/UNIT) = 2.0 SPACES
DINING AREAS 1412 SF(1/15)(1/3) = 31.4 SPACES
KITCHEN/BUSINESS AREAS: 1190 SF (1/200) = 4.6 SPACES
ADD'N: STORAGE/BATH AREAS: 344 SF (1/2100) = 0.3 SPACES
2946 SF FIRST FLR. 38.3 SPACES REQUIRED
29 SPACES PROVIDED
NOTE: ADDITIONAL LEGAL ON -STREET PARKING IS AVAILABLE
ON ROUTE 6A ON BOTH SIDES OF SITE.
521 CMR: 2 ACCESSIBLE SPACES REQUIRED
TWO HCP ACCESSIBLE SPACES PROVIDED INCLUDING
ONE VAN ACCESSIBLE SPACE
= O
m `yg� {�OOFF LAND �IgN g T� �
YA RMO EJ � H O� I y 1PSAs
PREPARED FOR:
00 INAHO RESTAURANT
#157 ROUTE 6A, YARMOUTH PORT
SITE BENCHMARK:
P.K. NAIL IN ASPHALT
ELEVATION 53.18'
Rp17TE 6A
SSW 48.9
VARIABLE
WIDTH STATE HIGHWAY
a9
� q GRANITE
t URB
S T 70, 15'
ROOF r 50. ASPHgLT SIDEWALK 49.0
DE
OVER O H. 9.8 r;
CK 1 151.0 _5p
] 6 ^ o
EXISTING BLDG. I STEPS
ANTIQUES] i 35.4' 1 O
50.4 V�R O.H.
�( 51.3 PATIO
] �
r
EXISTING BUILDING
rINAHf0_ - 159 RT. 6A
_ DESIGN WORKS
0
14.5 RESTAURANT
O 5j 1 i
0
51.3
]
]
5 1'
TI
PROPOSED ADDITION 1
344 SF
3.0
CO L.5
ligeml
PROPOSED PAINTED STRIPING
AS INDICATED
SPEED
33
1 1
1 1 ]
} 53.7 .1
FENCED
DUMPSTER ] Ir
AREA - 53.4 1
! 5
53.3 /1 EXIST.'
GRAVEL
j PARKI
.f
EXISTING SEPTIC LEACHING SYSTEM I Ii
(APPROX. LOCATION) 52.�
1 i
2
I n
I � �
o
s N 06 1
.1p^ \2
S)
69.15
ED
FIRST/FLOOR
ELEV.1 = 52.48
1
PROPOSED RELOCATED
WATER SERVICE
(THRp C.C. CELLAR)
EXISTING WATER
SERVICE±
3 NEgR WQOO
8 X_RXUJD
EXIST.
ASPHALT
PARKING
CAUTION: GAS IN AREA
RE -PLUMB EXISTING SANITARY SEWER IF
REQUIRED BY EXCAVATION. MATCH
EXISTING 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
52.8
' EXISTING 2000 GAL SEPTIC TANK
52.2
EXISTING 2000 GAL. SEPTIC TANK
I48"0 OAK
N
50.7 I
.7N EXISTING DRIVEWAY
TO ABUTTING
9 PROPERTY
50.8
LOT AREA
33, 2t S0. FT
0.7 .,t ACRES 5,
Sa
St, TE PLAN
20 0 2C 40 60 Feet
SEPTIC REVIEW:
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 NUI,`3ER
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)
DRAFTER: DAO DATE: 1-24-03__
CHKD BY: AHO
SCALE 1 " = 20'
01-0781NAH0REV.DWG
LE G` L 1 V D
`s
SEPTIC MANHOLE
*Oo
WATER GATE
_W_
WATER LINE
11
VENT PIPE
S3
GROUND LIGHT
EXISTING SIGN
Sq
\I
PROPOSED HCP SIGN
I
SS
Ss
CAUTION: GAS IN AREA
RE -PLUMB EXISTING SANITARY SEWER IF
REQUIRED BY EXCAVATION. MATCH
EXISTING 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
52.8
' EXISTING 2000 GAL SEPTIC TANK
52.2
EXISTING 2000 GAL. SEPTIC TANK
I48"0 OAK
N
50.7 I
.7N EXISTING DRIVEWAY
TO ABUTTING
9 PROPERTY
50.8
LOT AREA
33, 2t S0. FT
0.7 .,t ACRES 5,
Sa
St, TE PLAN
20 0 2C 40 60 Feet
SEPTIC REVIEW:
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 NUI,`3ER
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)
DRAFTER: DAO DATE: 1-24-03__
CHKD BY: AHO
SCALE 1 " = 20'
01-0781NAH0REV.DWG
LE G` L 1 V D
QS
SEPTIC MANHOLE
*Oo
WATER GATE
_W_
WATER LINE
11
VENT PIPE
^! ITH YARMOU
GROUND LIGHT
EXISTING SIGN
UTILITY POLE LIGHT
PROPOSED HCP SIGN
EXISTING TREE
NOT ALL SYMBOLS MAY APPEAR IN DRAWING
GENERAL NOTES:
1. T! -E ILOCATION OF EXISTING UNDEPGROU\'0 UTILMES SHOWN ON THIS PLAN IS
A=-PRAN
OXIMATE. PRIOR TO Y E CrlATIG: ON THIS SITE, THE EXCAVATPr,
CO''TRACTOR SHALL MAKE THE PECU!RED 72 POUR NOTIFICATION TO DIG SAFE
(1-889-344-7233) AND ANY OTHEP UTILriES WHICH MAY HAVE CABLE, PIPE OR
EC""PMENT IN THE CONSTP.UCTIO:'; APER FC-- VERIFICATION OF LOCATION'S
2. VERTICAL DATUM IS ASSUMED FPCV OUAO M4'
3. TCPGGRAPHY AND DETA!L FROM SURV=YS EY DOWN CAPE ENG!NEMNG 5/01
4. ALL CONSTRUCTION MATEP-AS, CCV. ONELTS, AND METHODS ELIPLOYED ON THIS -"-
PROJECT WORK SHALL CCN -ORM TO THE TOWN OF YARMOUTH SUED.VISION REGULATIONS
AND/OR THE MASSACP'USE'7S C PAR-A1ENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR BR'PGES AND H'G:'V:AYS AS AMENDED TO PPESENT.
ALL SEPTIC WORK AND LU-LPIA'S TO CO N=ORM TO 310 CMR 15.00 TITLE 5.
AND YARMOUTH HEATH REGU:_A-i0.•:S.
5. COORDINATE UTILITY PISTALLATIONS WTH APPROPRIATE VENDORS- -.
F3ECEI
E6
'103TV,
;.9:50
I_ m CLERK & TRE
SUREF
^! ITH YARMOU
H. ' ;
IV lli�A off 508-362-4541
`1 fox 508 362-9880
171 OF P. f
down cape en gin eerin g, inc.
DANIEL k.
A. v,
CIVIL ENGINEERS
2 OJALA LAND SURVEYORS
939 lVoin Street - YARMOUTHPORT, MASS.