HomeMy WebLinkAbout16 East Main Street Site PlanLEGEND: l
,
UCATCH BASIN (ROUND GRATE) I
OCATCH BASIN
FUG POLE
C- GUY WIRE
QCQ`QO UTILITY POLE
,S,YC HYDRANT '� f
1AO0 \
WATER GATE
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® ELECTRIC MANHOLE
09
EXISTING LIGHTS / N,d<0
0 0.o2�°1F
—16— EXISTING CONTOURx 00
bp
F'y4R0 N fie('
PROPOSED CONTOURiz
j I OM
16.6 SPOT GRADE
Q UPOLE
� 74
/ MAP 30 PCL C4 \
DOYLE P. DUNN
1025 VERO BEACH FL
/ 32963-3026
DB 2526 PG 205
1:0'
TO INV.
EXIS . EL. 10.5
BASIN
..,..... C81 '
.1000 GALLON PRECAST
H-20 CATCH BASIN
COX 6'-8"
SHOREY OR EQUAL
3
CAUTION: WATER IN AREA
SLOTTED
H-20 12"0 HDPE
AT OE DRILL 3TYP.
HOLES
A
2' TYPICAL PAVEMENT ,CROSS SECT
Y HINDER 1" TOPCOAT
ON 12" COMPACTED GRAVEL
M1.03.1 TYPE B
CONNECTING SLOTTED 12"0
CORRUGATED H-20 HDPE PIPE
.75"-1.5" DOUBLE
I. I WASHED STONE
2
NOTE: REMOVE ANY UNSUITABLE
3. SOIL FOUND FOR 3' MIN. AROUND
STONE DOWN TO CLEAN SAND.
TRENCH CROSS SECTION A -A
NTS
DETAIL SECTIONS:
NTS
NA11NAUL'' (.;ALUULA'l'lU1NJ:
NAGE AREA - 31,006 SF, 25 YR STORM
DNAL METHOD Q-CIAa 0.83(4.25)(31006/43560)(448.8)-1126 1
GPM/0.7GPM/SF=1609 SF REQUIRED
112' OF 3'X2' LEACHING TRENCH IN ADDITION TO (2) EXIST. BA
1620 SF> 1609 SF
IFile name: C:\DRANNG\98-244\98-244.DWG
COMPACT SUBGRADE
30 PCL C5
;EPH J. SOUSA
ZAINE A. SOUSA
TOPSFIELD ROAD
HAM MA 01984-1239
8296 PG 140
UPOLE 37 8
"WALLACE
5'X4', BC
TO BE RF
"CAPE OUTDOOR SPORTS"
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. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS
AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS
FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
3. ALL DRAINAGE COMPONENTS MUST BE CAPABLE OF WITHSTANDING H-20 WHEEL LOADS.
4. VERTICAL DATUM 15 NGVD29.
5. THIS PLAN 15 FOR THE PROPOSED WORK ONLY AND SHOULD NOT
BE USED FOR PROPERTY LINE STAKING.
6. ALL STORMWATER RUNOFF TO BE CONTAINED ON THE LOT.
7. OWNERS ENGINEER TO INSPECT DRAINAGE INSTALLATION.
"DANS'S TIRE & AUTO REPAIR"
ArrKUAIMA IL -<
EXISTING WATER LINE iY
SLEEVE/REPLACE TO T.O.Y SPECS
56'
11 u
N h
M
0_
6.4'X2.7' SIGN J
9.2' OFF GROUND LI
"SAV -ON"
REPLACE WITH NEW
SIGN TO TOWN SPECS.
r
Q 1
FUL
� n
's
AIRPORT
MORTAR
to
w eLC
BED (&
R /4'
Rp m� LOCUS
78 /�
/
2' ADJUSTING
NP '
BLOCKS
J
LOCUS MAP
SCALE 1" = 2083'
IF REO.)
C.B.pOW TRAP
CC132L
12"0 PIP
1000 GALLON PRECAST
EB
H-20 CATCH BASIN
3'X2'TRENCH
COX 6'-8"
BETWEEN BASINS
SHOREY OR EQUAL
SEE CROSS SECTION
BELOW
PLATE
CONNECTING SLOTTED 12"0
CORRUGATED H-20 HDPE PIPE
.75"-1.5" DOUBLE
I. I WASHED STONE
2
NOTE: REMOVE ANY UNSUITABLE
3. SOIL FOUND FOR 3' MIN. AROUND
STONE DOWN TO CLEAN SAND.
TRENCH CROSS SECTION A -A
NTS
DETAIL SECTIONS:
NTS
NA11NAUL'' (.;ALUULA'l'lU1NJ:
NAGE AREA - 31,006 SF, 25 YR STORM
DNAL METHOD Q-CIAa 0.83(4.25)(31006/43560)(448.8)-1126 1
GPM/0.7GPM/SF=1609 SF REQUIRED
112' OF 3'X2' LEACHING TRENCH IN ADDITION TO (2) EXIST. BA
1620 SF> 1609 SF
IFile name: C:\DRANNG\98-244\98-244.DWG
COMPACT SUBGRADE
30 PCL C5
;EPH J. SOUSA
ZAINE A. SOUSA
TOPSFIELD ROAD
HAM MA 01984-1239
8296 PG 140
UPOLE 37 8
"WALLACE
5'X4', BC
TO BE RF
"CAPE OUTDOOR SPORTS"
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. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS
AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS
FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
3. ALL DRAINAGE COMPONENTS MUST BE CAPABLE OF WITHSTANDING H-20 WHEEL LOADS.
4. VERTICAL DATUM 15 NGVD29.
5. THIS PLAN 15 FOR THE PROPOSED WORK ONLY AND SHOULD NOT
BE USED FOR PROPERTY LINE STAKING.
6. ALL STORMWATER RUNOFF TO BE CONTAINED ON THE LOT.
7. OWNERS ENGINEER TO INSPECT DRAINAGE INSTALLATION.
"DANS'S TIRE & AUTO REPAIR"
ArrKUAIMA IL -<
EXISTING WATER LINE iY
SLEEVE/REPLACE TO T.O.Y SPECS
56'
11 u
N h
M
0_
6.4'X2.7' SIGN J
9.2' OFF GROUND LI
"SAV -ON"
REPLACE WITH NEW
SIGN TO TOWN SPECS.
ASSESSORS MAP 30 PCL C1
PLAN REF. PB 341 PG 24
DB 6477 PG 138
ZONING DISTRICT: B2
SETBACKS: 30' FRONT, 25' SIDE, 20' REAR
MAX. BUILDING COVERAGE 25%
GROUNDWATER OVERLAY DISTRICT: APD (BARNSTABLE WP)
EXISTING IMPERVIOUS COVERAGE: 85%
PROPOSED IMPERVIOUS COVERAGE: 85%
FLOODZONE: C & B (YAR. PANEL 5)
EXISTING USE: CONVENIENCE STORE/SELF SERVE GAS STATION
PROPOSED USE: CONVENIENCE STORE/SELF SERVE GAS STATION
5 H-3 = FOOD STORE
H-7 = SELF SERVICE GAS STATION
LOT SIZE: 31,007 SF
BUILDING SIZE: 1800 SF
PROPOSED BLDG. SIZE: 1960 SF
16_ EXISTING CANOPY SIZE: 3365 SF
/-� PROPOSED CANOPY SIZE:. 1680 SF
COMBINED BUILDING COVERAGE, (25% MAX.)
16.7%, EXISTING
11.7% PROPOSED p
CONTACTS:
APPLICANT: CHRISTY P. MIHOS 760-1111
CHRISTY'S OF CAPE COD,LLC
3 MILL STREET
DENNISPORT, MA 02539
OWNER: JOSEPH J. SOUSA
143 TOPSFIELD ROAD
WENHAM MA 01984-1239
ATTORNEY: EDWARD SWEENEY 775-3433
ENGINEER: DOWN CAPE ENG. INC. 362-4541
SITE PLAN
OF LAND IN
(WEST) YARMOUTH, MA
PREPARED FOR
CHRISTY'S MARKET
16 EAST MAIN STREET
WEST YARMOUTH, MA 02673
SCALE: 1" =20' DATE: 8-3-98
REVISED: 1-22-99 (ADD WALK IN COOLER)
off 508-362-4541 -
fox 508 362-9880
20 0 20 40 60 Feet
DATE ARNE H. OJAIA, P.E. P.L.S.
down cape engineering, Inc.
CIVIL ENGINEERS
f5 LAND SURVEYORS
939 main st. yarmouth, ma 02675
r
Q 1
r
� n
's
AIRPORT
!W
,2
to
w eLC
R /4'
Rp m� LOCUS
78 /�
/
Rr 28
NP '
LOCUS MAP
SCALE 1" = 2083'
ASSESSORS MAP 30 PCL C1
PLAN REF. PB 341 PG 24
DB 6477 PG 138
ZONING DISTRICT: B2
SETBACKS: 30' FRONT, 25' SIDE, 20' REAR
MAX. BUILDING COVERAGE 25%
GROUNDWATER OVERLAY DISTRICT: APD (BARNSTABLE WP)
EXISTING IMPERVIOUS COVERAGE: 85%
PROPOSED IMPERVIOUS COVERAGE: 85%
FLOODZONE: C & B (YAR. PANEL 5)
EXISTING USE: CONVENIENCE STORE/SELF SERVE GAS STATION
PROPOSED USE: CONVENIENCE STORE/SELF SERVE GAS STATION
5 H-3 = FOOD STORE
H-7 = SELF SERVICE GAS STATION
LOT SIZE: 31,007 SF
BUILDING SIZE: 1800 SF
PROPOSED BLDG. SIZE: 1960 SF
16_ EXISTING CANOPY SIZE: 3365 SF
/-� PROPOSED CANOPY SIZE:. 1680 SF
COMBINED BUILDING COVERAGE, (25% MAX.)
16.7%, EXISTING
11.7% PROPOSED p
CONTACTS:
APPLICANT: CHRISTY P. MIHOS 760-1111
CHRISTY'S OF CAPE COD,LLC
3 MILL STREET
DENNISPORT, MA 02539
OWNER: JOSEPH J. SOUSA
143 TOPSFIELD ROAD
WENHAM MA 01984-1239
ATTORNEY: EDWARD SWEENEY 775-3433
ENGINEER: DOWN CAPE ENG. INC. 362-4541
SITE PLAN
OF LAND IN
(WEST) YARMOUTH, MA
PREPARED FOR
CHRISTY'S MARKET
16 EAST MAIN STREET
WEST YARMOUTH, MA 02673
SCALE: 1" =20' DATE: 8-3-98
REVISED: 1-22-99 (ADD WALK IN COOLER)
off 508-362-4541 -
fox 508 362-9880
20 0 20 40 60 Feet
DATE ARNE H. OJAIA, P.E. P.L.S.
down cape engineering, Inc.
CIVIL ENGINEERS
f5 LAND SURVEYORS
939 main st. yarmouth, ma 02675
u