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APR
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/ / /j APPROVED BY: RA N
�
YARMOUTH OAtE.- %.�+d� REVISED
OLD KING -S HIGHWAY
DRAWING NUMBER -
J
/
/
1
I
I /
/
322 MAIN STREET
MAP 123 PARCEL 20 /
n/f DENISE MACDONALD, TR. & / v
JOHN MACDONALD, TR
/ 2
/ \//
APPROX. LOCATION _
OF EXISTING SEPTIC
SYSTEM PER INSP.
REPORT
\ (1,000 GAL. TANK) n2—
\
EXISTING
BUILDING /
a / / MAP 123\-------- J /
PARCEL [EXIST11'
330 MAIN ST T ij44,851 S
C LLI
DOORSILL SLAB �' J L-7 1 I /
R PORCH EL=56.3' L= .9' \ - C /
OVER SLAB
DOORSILL
EL=56.3'
EXISTING
RETAIL —sz_
STORE
2,121 SF METER
334 MAIN
CON / MAP 123 F
Qfy��LIGHT ,� ! / n/f ALBE
\ I
�p /
DOORSILL
_ EL=56.5' L
` 4�� v X27 \ \
J 4830" 13 \
4Y i
UG 2 O� W 0
\- Ef e 1, i BENCHMARK:
CENTER CATCH Bi
ELEVATION: 55.99
Alli \
6090,
Scale: I"= 20' v19�
0 10 20 30 40 50 FEET
E #06-295
\ amoket
\ TOWN ROAD
oa�y
LO US�
�e
6P
R°
v
W \J
Dennis
Pond
n
0
LOCUS MAP
YARMOUTH ASSESSOR'S MAP 123 PCL. 21
LOCUS IS IN F.E.M.A. ZONE C
LOT AREA: 44,851 SF OR 1.03 ACRES
REFERENCES
REFERENCE: DB 18199 PG 12
YARMOUTH ASSESSOR'S MAP 123 PCL. 21
OWNER OF RECORD
CHARLES & PENNY SULLIVAN
674 SETUCKET ROAD
SOUTH DENNIS, MA 02660
DB 18199 PG 12
ADDRESS: #330 MAIN STREET, YARMOUTHPORT, MA 02675
_ ZONING SUMMARY
I F:-(`_F-NIFI
15 EXISTING CONTOUR
+1x.12 EXISTING SPOT ELEVATION
Zl— FINISH GRADE CONTOUR
EXISTING
DECIDUOUS TREE
21.1
FINISH GRADE SPOT ELEV.
GROUNDWATER
MIN.
LOT SIZE
C' OBSERVATION WELL
f{
l✓
SHRUB
O MANHOLE
150'
HYDRANT
MIN.
YC
30'
O CATCH BASIN
bo
POLE LIGHT
20'
20.71'
SHORT POST LIGHT
m LEACHING GALLEY
20'
98.22'
(WITH COVER TO GRADE)
BUILDING COVERAGE
SINGLE POST SIGN
9.17%
CP
CESSPOOL (APPROX.)
BENCHMARK
C70,
UTILITY POLE
TH-1
SOIL TEST
w
EXISTING WATER MAIN
c
EXISTING GAS MAIN
E
EXISTING BURIED ELECTRIC
AND U.G. FIBER OPTIC CABLE
0
EXISTING U.G. OXYGEN PIPING
T
EXISTING U.G. TELEPHONE
NOTE: NOT ALL SYMBOLS APPEAR ON DRAWING
DATE DANIEL A. OJAI_A PLS, PE
PERMIT SET
NOT FOR CONSTRUCTION
ZONING DISTRICT: R40
REQUIRED:
EXISTING:
MIN.
LOT SIZE
40,000 S.F.
44,851 S. F.
MIN.
LOT FRONTAGE
150'
144.04'
MIN.
FRONT SETBACK
30'
22.55'
MIN.
SIDE SETBACK
20'
20.71'
MIN.
REAR SETBACK
20'
98.22'
MAX.
BUILDING COVERAGE
25%
9.17%
EXISTING USE
PROPOSED USE
H11 MISCELLANEOUS RETAIL STORE & A3 MULTIFAMILY DWELLING
H11 MISCELLANEOUS RETAIL STORE & A3 MULTIFAMILY DWELLING
EXISTING CONDITIONS
SITE PLAN
SULLIVAN VILLAGE STORE
330 MAIN STREET
YARMOUTHPORT, MA
PREPARED FOR
;� ,, HARLES SULLIVAN
I SCALE: 1 " = 20'
11� DATE: JULY 20, 2007
YART, ' P.E+RMIT SET - NOT FOR CONSTRUCTION
� K1MCo'S. �::�z�....
RECEIV` :_..
MAY 2 8 2008
YARMOUTH-
OLD KING'S HIGHVV.4Y I
' A DDG o
off 508-362-4541
fax 508 362-9880
down cape engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 Main Street - YARMOUTHPORT, MASS.
PAGE: 1 OF 4
06-295 SITE II.DWG (ARG)
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_,_--__--
.SCALE:��_- �r APPROVED BY: A / gMA�E�ll
DATE:���Q'REVISED
,C71 � � Is
DRAWING NUMBER
0 F'3
1 BELLE OF THE WEST ROAD
MAP 132 PARCEL 2
n/f PAULINE HARDY _
/
/ _S7 –
i
a / 144.36' — _
GUY
WIRE _
GUY
WIRE
qj
a
Q
qjII Q�
04
J
/ n
ask
04
APPROXIMATE
APPROXIMATE\
LOCATION OF
WATER PIT PER – – – –
/ / / /WATER TIE CARD IV
I / / EXISTING
GROUNDWATER
/MONITORING WELLO r i
/ 4 (TYP. OF 11)
--_
If
'� Ir
1
EXISTING 1 i I
–) CESSPOOL /
� Ti
I
EXISTING
BUILDING 1
/ 4
/ EXISTING
322 MAIN STREET BUILDING – –
MAP 123 PARCEL 20 / / yM V, /
n/f DENISE MACDONALD, TR. & / o
JOHN MACDONALD. TR
-7 GUY , 7
/ WIRIO I
_42-
Z
\ / /
_
/ ; EXISTING l� 'q
APPROX. LOCATION / / BUILDING IF
i ' i o cd
OF EXISTING SEPTIC - r p
SYSTEM PER INSP. M
'� c I Cl)
/
\ REPORT � � ' I _ )/
\ (1,000 GAL. TANK).,,?_,
/ \ -as- — / 1' } EXISTING BUILDING I I /
MAP 123 -------- J /
PARCEL (�- ,ae_lf/I
330 M II51 SS T / /I' J /
EXISTING
\ ' I / DWELLING
– – – – –) '� / DOORSILL SLAB 7 1
/ m�/! PORCH EL=56.3' B =47.9' /
OVER SLABf
DOORSILL
EL=56.3'
EXISTING
RETAIL —52—
STORE
2,121 SF METER j 334 MAIN STREET
` I I / MAP 123 PARCEL 22
CON I 1 / n/f ALBERT PAINO
!SlDtc� LIGHT ' ' !, /
DOORSILL I
I EL=56.5 I ,
a-
u I \ %
• / u
' s �'4g30° Q
'44.04, �"IG �� ` I l
UG ERZ WiR£a s\ 1'1 /� CENTER CATCH BASIN
S
<� �I / ELEVATION: 55.99
Scale: 1"=20'
p 10 20 30 40 50 FEET `
LEGEND
—15— EXISTING CONTOUR
+14.12 EXISTING SPOT ELEVATION
20 FINISH GRADE CONTOUR
LOCUS MAP
YARMOUTH ASSESSOR'S MAP 123 PCL. 21
LOCUS IS IN F.E.M.A. ZONE C
LOT AREA: 44,851 SF OR 1.03 ACRES
REFERENCES
REFERENCE: DS 18199 PG 12
YARMOUTH ASSESSOR'S MAP 123 PCL. 21
OWNER OF RECORD
CHARLES & PENNY SULLIVAN
674 SETUCKET ROAD
SOUTH DENNIS, MA 02660
DB 18199 PG 12
ADDRESS: #330 MAIN STREET, YARMOUTHPORT, MA 02675
ZCJ� �iN(, SUMMARY
FINISH GRADE SPOT ELEV.
GROUNDWATER
ZONING DISTRICT: R40
REQUIRED:
EXISTING:
MIN. LOT SIZE
40,000 S.F.
44,851 S. F.
MIN. LOT FRONTAGE
150'
144.04'
MIN. FRONT SETBACK
30'
22.55'
MIN. SIDE SETBACK
20'
20.71'
MIN. REAR SETBACK
20'
98.22'
MAX. BUILDING COVERAGE
25%
9.17%
EXISTING
DECIDUOUS TREE
21.1
FINISH GRADE SPOT ELEV.
GROUNDWATER
OO OBSERVATION WELL
e,
£{)
SHRUB
O MANHOL`=
HYDRANT
O CATCH BASIN
Qo
POLE LIGHT
SHORT POST LIGHT
m LEACHING GALLEY
(WITH COVER TO GRADE)
SINGLE POST SIGN
CP
CESSPOOL (APPROX.)
BENCHMARK
C-0
UTILITY POLE
TH-1 SOIL TEST
W_
EXISTING WATER MAIN
c
EXISTING GAS MAIN
E
EXISTING BURIED ELECTRIC
AND U.G. FIBER OPTIC CABLE
o
EXISTING U.G. OXYGEN PIPING
r
EXISTING U.G. TELEPHONE
NOTE: NOT ALL SYMBOLS APPEAR ON DRAWING
�7/1-oI
DATE
DANIEL A. OJALA PLS, PE
Pr-PAAIT CFT
EXISTING USE :
PROPOSED USE
H11 MISCELLANEOUS RETAIL STORE & A3 MULTIFAMILY DWELLII`
H11 MISCELLANEOUS RETAIL STORE & A3 MULTIFAMILY DWELLIN
EXISTING CONDITIONS
SITE PLAN
SULLIVAN VILLAGE STORE
330 MAIN STREET
YARMOUTHPORT, MA
PREPARED FOR
CHARLES SULLIVAN
SCALE: 1 " = 20'
DATE: JULY 20, 2007
PERMIT SET — NOT FOR CONSTRUCTION
off 508-362-4541
fax 508 362-988D880
down cope engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 Main Street - YARMOUTHPORT, MASS.
PAGE: 1 OF 4
C
0 `qj
O
n, Q
1 BELLE OF THE WEST ROAD
MAP 132 PARCEL 2
n/f PAULINE HARDY p
PROPOSED qj
M I`
FIRE ACCESS GATE �/v)
Q (W/ KNOX LOCK BOX) f
\a "LIMITED ACCESS'
PROPOSED i AREA
v sSQ' 6' STOCKADE i
Q �✓ 7S E
4 SLIDING GATE
i
�eGUY
7.15' d WRE L%/X
UNIT 7 UNIT 8 d
ROAD
Q `+(,, C
GUY C
WRbw /
6.0y h
,
UNIT 6 h/ i
i
UNIT 5 r 1
xl 1
I
I '
6.13' 1
r
EXISTING x 1
BUILDING f
Jfl '
322 MAIN STREET o UMT 4 EXISTING 1
MAP 123 PARCEL 20 p BUILDING 1
n/f DENISE MACDONALD, TR. & n x ;
JOHN MACDONALD, TR M I
sne ,
p GUY
y WR
g UNIT 3 �1
a a o 24.91' ,
x
1
UNIT 2 EXISTING x 3 '
BUILDING f Qo O cp
Wad � M
Q�
I
I
PROPOSED ` ' �' UNIT 1
DUMPSTER EXISTIN 26.1
1
UILD
�\ PROPOSED 1
GUARDRAIL '
f
1 '
� 1
N.
MAP 123
z PARCEL 21
PROPOSED Ij 4v" 330 MAIN STREET j F
1.5:1 STABILIZED 44,851 SF
ROCK SLOPE11 IV PL YE I EXISTING
1jy PARKIN I DWELLING
0,OORSILL -7
h PORCH EL=56.3' SL B
U OVER SLAB EL=47.9'
DOORSILL /
EL=56.3' f
i
X71. 1 PRRCN 1 i
i q8 I
z
i U 3 O EXISTING
4 RETAIL
_ 5 STORE EI
d0,71• '
8 334 MAIN STREET
\ \ i 2 2,121 SF i MAP 123 PARCEL 22
�OeK'`1Lk / J i n/f ALBERT PAINO
I
\ \ DOORSILL ,
\ EL=56.5' 1
h 8 RELOCATE UTILITY POLE
j ; TO ALLOW 20' TRAVEL WAY
�
� s
S71 -4
, 4g e N
lq4 Q 41 Q F3 n ' REMOVE FENCE
S I�
UG �R2. p z 1 BENCHMARK:
CENTER CATCH BASIN
ELEVAl10N: 55.99
9O
Scale: l' = 20'
0 10 20 30 40 50 FEET J
LEGEND
o DANIELtc
15—
EXISTING CONTOUR
40,000 S.F.
DANIELA.
S. F. 44,851 S.
EXISTING
+14.12
EXISTING SPOT ELEVATION
DECIDUOUS TREE
—�—
FINISH GRADE CONTOUR
R0
X40.5
FINISH GRADE SPOT ELEV.
GROUNDWATER
a'� R
-—7
�I?'�I�
OBSERVATION WELL
—1*
PROPOSED DIRECTIONAL ARROW PAINT
HYDRANT
DATE
DANIEL A.
OJALA LS, PE
O1 CATCH BASIN
o
POLE LIGHT
NOT FOR CONSTRUCTION
RETAIL
SHORT POST LIGHT
Fel LEACHING GALLEY
SEE YARMOUTH VARIANCE #1096
(WITH COVER TO GRADE)
SINGLE POST SIGN
CP
CESSPOOL (APPROX.)
SEE YARMOUTH VARIANCE #1128
Co_)
UTILITY POLE
TH,y-1
CONDITION - SEASONAL USE
SOIL TEST
w
EXISTING WATER MAIN
C
EXISTING GAS MAIN
E
EXISTING BURIED ELECTRIC
0
EXISTING U.G. OXYGEN PIPING
T
EXISTING U.G. TELEPHONE
PROPOSED
DECIDUOUS TREE PROPOSED
5 3" CALIPER BUFFER TREE
QPROPOSED
°
EVERGREEN SHRUB
NOTE: NOT ALL SYMBOLS APPEAR ON DRAWING
F
�o
Dennis
Pard h
SCALE: 1" = 2,000'±
LOCUS MAP
YARMOUTH ASSESSOR'S MAP 123 PCL. 21
LOCUS IS IN F.E.M.A. ZONE C
LOT AREA: 44,851 SF OR 1.03 ACRES
REFERENCES
REFERENCE: DB 18199 PG 12
YARMOUTH ASSESSOR'S MAP 123 PCL. 21
OWNER OF RECORD
CHARLES & PENNY SULLIVAN
674 SETUCKET ROAD
SOUTH DENNIS, MA 02660
DS 18199 PG 12
ADDRESS: #330 MAIN STREET, YARMOUTHPORT, MA 02675
ZONING SUMMARY
ZONING DISTRICT: R40
o DANIELtc
y>`v" - 9c
yGNm
MIN. LOT SIZE
40,000 S.F.
DANIELA.
S. F. 44,851 S.
OJALA
OJALA
144.04'
40980 „
CIVIL
30'
R0
No 4650
MIN. SIDE SETBACK
Pf5510
a'� R
-—7
�I?'�I�
DSUR`1Ey0
IST
I
S10NAL EN
DATE
DANIEL A.
OJALA LS, PE
EXISTING USE H11 MISCELLANEOUS RETAIL
PERMIT SET
MULTIFAMILY C
NOT FOR CONSTRUCTION
RETAIL
F
�o
Dennis
Pard h
SCALE: 1" = 2,000'±
LOCUS MAP
YARMOUTH ASSESSOR'S MAP 123 PCL. 21
LOCUS IS IN F.E.M.A. ZONE C
LOT AREA: 44,851 SF OR 1.03 ACRES
REFERENCES
REFERENCE: DB 18199 PG 12
YARMOUTH ASSESSOR'S MAP 123 PCL. 21
OWNER OF RECORD
CHARLES & PENNY SULLIVAN
674 SETUCKET ROAD
SOUTH DENNIS, MA 02660
DS 18199 PG 12
ADDRESS: #330 MAIN STREET, YARMOUTHPORT, MA 02675
ZONING SUMMARY
ZONING DISTRICT: R40
REQUIRED:
EXISTING: PROPOSE'
MIN. LOT SIZE
40,000 S.F.
44,851
S. F. 44,851 S.
MIN. LOT FRONTAGE
150'
144.04'
144.04'
MIN. FRONT SETBACK
30'
22.55'
22.55'
MIN. SIDE SETBACK
20'
20.71'
6.03'
MIN. REAR SETBACK
20'
98.22'
7.06'
MAX. BUILDING COVERAGE
25%
9.17%
16.30%
EXISTING USE H11 MISCELLANEOUS RETAIL
STORE & A3
MULTIFAMILY C
PROPOSED USE : H11 MISCELLANEOUS
RETAIL
STORE & A3
MULTIFAMILY D
SEE YARMOUTH VARIANCE #1096
CONDITION - 8 COTTAGE UNITS
SEE YARMOUTH VARIANCE #1128
CONDITION - SEASONAL USE
FENCING PROVIDED
LAYOUT
SITE PLAN
SULLIVAN VILLAGE STOI
330 MAIN STREET
YARMOUTHPORT, MA
PREPARED FOR
CHARLES SULLIVAN
SCALE: 1 " = 20'
DATE: JULY 20, 2007
PERMIT SET - NOT FOR CONSTRUCTION
off 508-362-4541
tax 508 362-9880
down cope engineering, in C.
CIVIL ENGINEERS
LAND SURVEYORS
939 Main Street – YARMOUTHPORT, MASS.
PAGE: 2 OF
STALL TREE PLUMB
)P OF ROOTBALL SHALL BEAR
WE RELATIONSHIP TO FINISHED
LADE AS TO PREVIOUS EXISTING
LADE
)OT FLARE SHALL BE EXPOSED;
JLCH SHOULD NOT BE WITHIN
OF TREE TRUNK
.ACE BALL ON SUBSOIL REMOVE AND
SCARD BURLAP EXCEPT UNDER BALL.
:MOVE ALL SYNTHETIC SOIL WRAPPING
4TERIALS (TREATED BURLAP, NYLON
ONE, WIRE BASKETS, ETC.) AND DISCARD
(CAVATE SUBSOIL AS REQUIRED
) PLACE ROOTBALL TO PROPER
EVATION. PLACE ROOTBALL
RECTLY ON SUBSOIL
(CAVATE HOLE TO DIAMETER
( WIDER THAN ROOTBALL.
1CKFILL HOLE WITH PLANTING
)IL MIX AS SPECIFIED
BARK MULCH, AS SPECIFIED
JDISTURBED SUBGRADE
" x 2" x 3' HARDWOOD STAKES.
V TREE HEIGHT.
DECIDUOUS TREE PLANTING
FOR 2.5" CAL. AND ABOVE
NOT TO SCALE
1 BE PLACED AGAINST ROOT
BE THE SAME OR HIGHER AS
EAR SAME
GRADE AS TO
PLACE BALL ON SUBSOIL REMOVE AND
DISCARD BURLAP EXCEPT UNDER BALL.
REMOVE ALL SYNTHETIC SOIL WRAPPING
MATERIALS (TREATED BURLAP, NYLON TWINE,
WIRE BASKETS, ETC.) AND DISCARD
EXCAVATE SUBSOIL AS REQUIRED TO PLACE
ROOTBALL TO PROPER PLF,C.'E
ROOTBALL DIRECTLY ON SUBSOIL
EXCAVATE HOLE TO DIAMETER 3X WIDER THAN
ROOTBALL. BACKFILL HOLE WITH PLANTING SOIL
MIX AS SPECIFIED
BARK MULCH, AS SPECIFIED
UNDISTURBED SUBGRADE
SHRUB PLANTING
NOT TO SCALE
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 REGS.
AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED 70 PRESENT.
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.
AND BARNSTABLE HEALTH REGULATIONS.
3. VERTICAL DATUM IS NGVD ASSUMED FROM QUAD. MUNICIPAL WATER IS AVAILABLE.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE PASHTO -H20 UNLESS NOTED.
5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
BE USED FOR PROPERTY LINE STAKING.
ScQle:1 "= 20'
0 10 20 30 40 - 50 FEET
GENERAL SEEDING NOTES
1) PERMANENT SEEDING SHALL CONSIST OF THE FOLLOWING MIXTURE OR APPROVED EQUAL -
OPIIMUM SEEDING DATES ARE BETWEEN APRIL 1 AND MAY 31 AND AUGUST 16 AND OCTOBER 15.
SUMMER STRESS MIXTURE (LOFTS SEED INC.)
90% REBEL II OR TRIBUTE TALL FESCUE
10% NASSAU OR BARON KENTUCKY BLUEGRASS
SEEDING RATE: 5# PER 1,000 SQ. FT. OR 200# PER ACRE.
2) PERMANENT SEEDING TO BE APPLIED BY RAKING OR DRILLING INTO THE SOILS AT A RATE OF 150#
PER ACRE. SLOPED AREA TO BE COVERED WITH MULCH AS INDICATED IN NOTE 4.
3) FERTILIZER FOR THE ESTABLISHMENT OF TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE
10-10-10 APPLIED AT A RATE OF 15# PER 1,000 SQ. FT. OR AS DETERMINED BY SOIL TESTS. LIMESTONE
FOR TEMPORARY SEEDING SHALL BE APPLIED AT A RATE OF 90# PER 1,000 SQ. FT. LIMESTONE FOR
PERMANENT SEEDING SHALL BE APPLIED AT A RATE OF 135# PER 1,000 SQ. FT.
GENERAL PLANTING NOTES
1) ALL PLANT MATERIAL SHALL CONFORM TO THE STANDARDS OF THE AMERICAN ASSOCIATION OF
NURSERYMEN OR THE PLANT MATERIAL WILL BE UNACCEPTABLE. ALL PLANT MATERIAL SHALL BE
TRUE TO SPECIES, VARIETY, SIZE AND BE CERTIFIED DISEASE AND INSECT FREE. INSTALLER
RESERVES THE RIGHT, BASED UPON AVAILABILITY, TO SUBSTITUTE AN ALTERNATIVE, COMPARABLE
SHRUB.
2) ALL PLANT MATERIAL SHALL BE PROPERLY GUYED, STAKED, WRAPPED AND PLANTED IN CONFORMANCE
WITH THE TYPICAL PLANTING DETAILS. GUY WIRES SHALL BE ATTACHED TO THE TREE AT A HEIGHT OF
TWO-THIRDS THE HEIGHT OF THE TREE AND SHOULD BE LOCATED AT POINTS SO AS NOT TO SPLIT THE
TRUNKS OF MULTI -STEMMED TREES. PROVIDE THREE STAKES PER TREE UNLESS NOTED OTHERWISE.
INSTALL ALL PLANT MATERIAL ON UNDISTURBED GRADE. PROVIDE BURLAP WRAPPING WITH A 50%
OVERLAP. CUT AND REMOVE BURLAP FROM TOP ONE-THIRD OF THE ROOT BALL.
' — - -- -`3) PROVIDE PLANTING PITS AS INDICATED ON PLANTING DETAILS. BACKFILL PLANTING PITS WITH ONE
PART EACH OF TOPSOIL, PEAT MOSS AND PARENT MATERIAL. IF, -WET. SOIL CONDITIONS EXIST THEN
PLA$LLVTSTS SHALL BE EXCAVATED AN ADDITIONAL 12" AND FILLED WITH SAND.
4) NEWLY INSTALLED PLANT MATERIAL SHALL BE WATERED AT THE TIME OF INSTALLATION. REGULAR
WATERING SHALL BE PROVIDED TO ENSURE THE ESTABLISHMENT, GROWTH AND SURVIVAL OF ALL
5) ALL DISTURBED LAWN AREAS SHALL BE STABILIZED WITH EITHER SOD OR SEED AS INDICATED ON
THE LANDSCAPE PLANS. SEED SHALL CONSIST OF THE MIXTURE LISTED IN THE GENERAL SEEDING
NOTES UNLESS OTHERWISE INDICATED ON THE PLAN. ALL DISTURBED LAWN AREAS SHALL BE TOPSOILED,
LIMED, FERTILIZED AND FINE GRADED PRIOR TO LAWN INSTALLATION.
6) ALL PLANTING BEDS SHALL RECEIVE 3" OF SHREDDED PINE BARK.
7) ALL SHRUB MASSES SHALL BE PLANTED IN CONTINUOUS MULCHED BEDS
6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED.
7. ALL SEPTIC PIPING 4"0 SCH-40 PVC UNLESS NOTED.
8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
9. ALL STORMWATER RUNOFF TO BE RETAINED ON SITE.
10. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS.
11. ALL LIGHTING SHALL CONFORM TO ZONING ORDINANCE.
12, CONTRACTOR TO PROVIDE FILTER FABRIC BETWEEN FRAME & GRATES
AND SILT FENCE AROUND PERIMETER OF WORK AREA UNTIL SITE STABILIZED.
13. COORDINATE DOWNSPOUT LOCATIONS AND CONNECTIONS WITH ARCH. DWGS.
NEAT SAW CUT AND REPAIR
HEAVY DUTY H-20 COVER PAVEMENT AS REQUIRED
LABELED 'DRAIN' F&C TO GRADE SEE PAVEMENT SECTION
DRILL (2) 1'4 HOLES IN COVER
LIFTS(T BACKFILL IN 6' SEE PAVEMENT CROSS SECTION 8' H-20 F&G EL. LISTED
LIFTS TYP. ALL DRAINAGE) // \ 2'X 2' H-20 6' GRATE (TYPJ
MIRAFI 140N FABRIC OVER
TOPSTRUCTURES
3" MIN. PEASTONE 2.D' OVER INVERTS
FABRIC DOWN SIDES OF PIT PRECAST 12"4 HDPE
\RISERS ADS N-12 C EQ. DRILL \ _
AS REQ. SET LEVEL HOLE /` & B ICKO ADJUSTING NG COURSE
OR AS NOTED MORTAR ALL COMPONENTS
trw?wr.. • r.:•••NuYq o (TYP.)
2.0' ) T
6'SCH40PVC AT 27 IN PROPOSED C.B. TRAP
FROM ROOF DRAINSH-20 12'0 HDPE PIP
a 1000 GALLON ELBOW
PROPOSED
m LEACHPITS 1000 GALLON PRECAS
LO 6'0X6'-8'SHOREY H-20 CATCH BASIN
1000 H-20 OR EQ. 'OXW-8' SHOREY SOLID
BASIN H-20 OR EQUAL
SECTIDNAL PLATE
6" WASHED STONE UNDERNEA H �, 4' MIN AROUND PIT \
STRUCTURE OR SOLID BASIN
SECTION THRU DRAINAGE
NOT TO SCALE
6' LOAM & SEED DISTURBED AREAS
NOT PAVED (TYP.)
MASS DPW
TYPE 11
2" BINDER
0-0-0-0-0-0-0-0-0-0-
00000000000000000000
00000000000000000000
0 0 0 0 0 0 0 0 0 0
00000000000000000000
00000000000000000000
00000000000000000000 12" PROCESSED GRAVEL
00000000000000000000 MDPW M1.03.1 VIB. ROLLER COMPACTED
00000000000000000000
0?0202020?0?0?0?0?0�
NOT TO SCALE
2'-10"
26"
MANUF. LeBARON, BROCKTON, MA
MODEL: LT 105
WEIGHT: 430 LBS
TYPICAL ACCESS COVER
SCALE: 3/4' = V-0'
LABEL SEWER OR DRAIN AS APPROPRIATE
OJALA
CML
7/2°/m
1/8'
SCALE: 1 " = 2,000'±
LOCUS MAP
YARMOUTH ASSESSOR'S MAP 123 PCL. 21
LOCUS IS IN F.E.M.A. ZONE C
LOT AREA: 44,851 SF OR 1.03 ACRES
REFERENCES
REFERENCE: DB 18199 PG 12
YARMOUTH ASSESSOR'S MAP 123 PCL. 21
OWNER OF RECORD
CHARLES & PENNY SULLIVAN
674 SEfUCKET ROAD
SOUTH DENNIS, MA 02660
DB 18199 PG 12
ADDRESS: #330 MAIN STREET, YARMOUTHPORT, MA 02675
PAVEMENT & DRAINAGE
DETAILS
SITE PLAN
SULLIVAN VILLAGE STORE
330 MAIN STREET
YARMOUTHPORT, MA
PREPARED FOR
CHARLES SULLIVAN
SCALE: 1 " = 20'
DATE: JULY 20, 2007
PERMIT SET - NOT FOR CONSTRUCTION
off 508-362-4541
fax 508 362-9880
down cane engineering, inc.
Cl WL ENG/NEERS
LAND SURVEYORS
939 Main Street — YARMOUTHPORT, MASS
DATE DANIEL A. OJALA PLS, PE PAGE: 4 OF 4
PERMIT SET
IJnT Fnl? rnNSTRUCTInNI
-DXISTING
ELEV.
a
Q
CONTOUR
40.5'
A
A
COMPACTION. (15.221 [2])
4 EXISTING
2 EXISTING SPOT ELEVATION
}/ z
c DECIDUOUS TREE
FINISH GRADE CONTOUR
Nc�&}-
i
FINISH GRADE SPOT ELEV.
B
0. i-�\ fll
�L5_z SLOPE)
k
HCP SYMBOL
} SHRUB
OMANHOLE
TANK 23' D' BOX
HYDRANT
38"
10YR 5/8
37.3'
OPOLE
CATCH BASIN
LIGHT
r
UNIT
SHORT POST LIGHT
m
LEACHING GALLEY
SINGLE POST SIGN
!''r
(WITH COVER TO GRADE)
I /ftp
, 7 f f
/UNIT
UNIT
#8=22'
CESSPOOL (APPROX.)
,
BENCHMARK
UTILITY POLE
TH-1
x
PROPOSED
SOIL TEST
GAS METER
X40.9,
.42- -r
w EXISTING
WATER MAIN
D EXISTING GAS MAIN
E EXISTING BURIED ELECTRIC /
AND U.G. FIBER OPTIC CABLE /
D EXISTING U.G. OXYGEN PIPING /
T EXISTING U.G. TELEPHONE
NOTE: NOT ALL SYMBOLS APPEAR ON DRAWING /
UNT 1
FF -41.0
367
/
/
PROPOSED CATCH BASIN �
RIM ELEV. = 42.0
INV. OUT = 39.0
322 MAIN STREET
MAP 123 PARCEL 20 / / o
n/f DENISE MACDONALD, TR. & / h
JOHN MACDONALD, TR
0
UNIT 4
FF=43.0
UNIT 7
1 BELLE OF THE WEST ROAD PROPOSED CATCH BASIN
MAP 132 PARCEL 2 RIM ELEV. = 37.8
n/f PAULINE HARDY NV. OUT = 34.4
_ - - - - PROPOSED
_ - - - - - - FIRE ACCESS GATE
(W/ KNOX LOCK BOX)
PROPOSED
6' STOCKADE
SLIDING GATE
-f \ ri iv
m
h
N-3
7T�
EENCASED WA` u
SERVICE (TYP.o
I
j UNIT 2
VIT 8
82.3•
O
O/
M !'M
UNIT 3 �
FF=45.5 /
x r /
I
• _aa�r 3
' x
TEST HOLE LOGS Q ELEV. z ELEV.
p" 37.5' p" A 40.3'
ENGINEEt DAVID FLAHERTY, R.S. �S L
-Co WITNESS AMY VON HONE, R.S., C.H.O. 10YR 4/2 10YR 4/2
0 DATE: ECEMBER 14, 2006 12" 36.5 11" 39.4
a < 2 MIN/INCH B B
�r PERC. RTE = LS LS
a CLASS 1 SOILS P " tOYR 5/8 42 1OYR 5/8 36.8'
35 34.6 "
I � C1
3
ELEV.
a
Q
0"
40.5'
A
A
COMPACTION. (15.221 [2])
A
LS
}/ z
LS
' O I
O
i
(_1 z SLOPE)
B
0. i-�\ fll
�L5_z SLOPE)
1`
FOUNDATION- UNIT
LS
(2_57. SLOPE - SEPTIC
TANK 23' D' BOX
O
38"
10YR 5/8
37.3'
O
xl r.�
%r
(2% SLOPE)
r
UNIT
#6=33'
(2_5z SLOPE)
SIDES: 2 (16.5+79.47) 2 (.74) = 284.07 GPD
!''r
O r'.':
I /ftp
, 7 f f
/UNIT
UNIT
#8=22'
(2.8%S,LOPE
,
O
x
X40.9,
.42- -r
A2
�
r
GUY
WIR
/
UNIT 3 �
FF=45.5 /
x r /
I
• _aa�r 3
' x
TEST HOLE LOGS Q ELEV. z ELEV.
p" 37.5' p" A 40.3'
ENGINEEt DAVID FLAHERTY, R.S. �S L
-Co WITNESS AMY VON HONE, R.S., C.H.O. 10YR 4/2 10YR 4/2
0 DATE: ECEMBER 14, 2006 12" 36.5 11" 39.4
a < 2 MIN/INCH B B
�r PERC. RTE = LS LS
a CLASS 1 SOILS P " tOYR 5/8 42 1OYR 5/8 36.8'
35 34.6 "
I � C1
3
ELEV.
a
Q
0"
40.5'
A
A
COMPACTION. (15.221 [2])
A
LS
SLOPE)
LS
12" 1OYR 4/2
39.5'
12" 1OYR 4/2
(_1 z SLOPE)
B
#2=149'
�L5_z SLOPE)
B
FOUNDATION- UNIT
LS
(2_57. SLOPE - SEPTIC
TANK 23' D' BOX
LS
38"
10YR 5/8
37.3'
44"
1OYR 5/8
C C
MS PERC
\�� 'uMITED ACCESS' l OYR 6/6
i AREA
FS FMS
i �� 58" 32.7'
i
CZ 2.5Y 7/4 2.5Y 7/4
PrP,_
GUY ' \ \ FS SOME FILL AT
WIR / \
oC) 3 PROPOSED CATCH BASIN
RIM ELEV. = 37.8
' II INV. IN = 34.0
II INV. OUT = 33.9
II PROPOSED WATER
METER VAULT
PROPOSED
.1 LEACH PIT
RIM ELEV.=39.0
INV. IN=33.6
r ' INV. OUT =33.6
PROPOSE EXISTING TANK
LEACH PIT
RIM ELEV.=40.2
INV. IN=33.6 451' VERIFI'
`i INV. OUT=33.6 GAS
IN FIELD
PROPOSED BAFFLE
LEACH PIT
RIM ELEV.=41.4
INV. IN=33.6
INV. OUT=33.6 TOP FNDN. VARIES 40.00 MIN.
/ \UNIT #1=41.1'
UNIT 2=40.8'
UNIT #3=40.1'
UNIT #4=39.9'
' n {meq FF=46.5 S \ x 3! N h
PROPOSED LINT 1 I /
DUMPSTER - -4 _ _ y FF -47.5
/' PROPOSED p
GUARDRAIL 0
co UTURE
MAP 12
PROPOSED / \ / / ��,,/7 PARCEL 21\
i\ 1.5:1 STABILIZED / %// ��a� / // 33044 IN ,851 SFEET
ROCK SLOPE / / ` l
PARKINGEMPLOYEE
i x '� 3 8 FROy F / EXISTING
OORSILL -9IS �SINk urU� / L_ /� / DWELLING
PORCH EL=56.3' SLBR_ 7
OVER SLAB EL=47.9'
DOORSILL
EL -56.3'
3 O EXISTING i
- J 4 RETAIL T -52-
O STORE ME
' 6 / 334 MAIN STREET
2 .2,121 SF
MAP 123 PARCEL 22
n/f ALBERT PAINO
DOORSILL /
EL=56.5'
V2/ RELOCATE UTILITY POLE
��r4E TO ALLOW 20' TRAVEL WAY
S'�r�O/�° g� REMOVE FENCE
BENCHMARK:
CENTER CATCH BASIN
` j� \ / ELEVATION: 55.99
Scale: l'=20'
0 10 20 - 30 40 50 FEET �w `
2.5Y 7/3 HEAD OF HOLE
(OLD FNDN)
120" 27.5' 150" 27.8' 120" 30.5' 120"
NO GROUNDWATER ENCOUNTERED
C
FMS
2.5Y 7/4
ELEV.
41_6'
.9'
31.6'
SEPTIC PROFILE
ACCESS COVERS TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO ACCESS COVERS TO WITHIN 3" OF FIN. GRADE
39.1' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
2% SLOPE REOUIRED nVER CYCrEu
2.500 GAL 1,G5AOL0 3GAS 6,
UNIT 6=37.8'GAS
UNIT 7=38.2' COMP. BAFFLE 36.54'
UNIT 8=37.6'
-
PROPOSED
4,000 GAL
DUAL COMP.
6* CRUSHED STONE OR MECHANICAL 1
-
H2O SEPTIC TANK
COMPACTION. (15.221 [2])
EXISTING BUILDING
188'
SLOPE)
UNIT
#1 =1 62'
(2_5 z SLOPE)
(_1 z SLOPE)
UNIT
#2=149'
�L5_z SLOPE)
BASEMENT:
FOUNDATION- UNIT
#3=124'
(2_57. SLOPE - SEPTIC
TANK 23' D' BOX
UNIT
#4=116'
(2_5 % SLOPE)
SEPTIC TANK: 1,204 GPD (2) = 2 408
UNIT
#5=80'
(2% SLOPE)
2,500 GAL. + 1,500 GAL. COMPARTMENTS
UNIT
#6=33'
(2_5z SLOPE)
SIDES: 2 (16.5+79.47) 2 (.74) = 284.07 GPD
#7=45'
(2_5% SLOPE)
TOTAL: 1,311.3 S.F. 1,254 GPD
/UNIT
UNIT
#8=22'
(2.8%S,LOPE
,
DEPTH OF FLOW = 4
TEE SIZES:
INLET DEPTH - 10"
OUTLET DEPTH - 14"
PARKING CALCULATIONS:
REQUIRED:
DWELLING UNITS
8 UNITS (2 SPACES/UNIT)= 16 SPACES
RETAIL
2,121 SF (1/210 SF) = 11 SPACES
PROVIDED:
DWELLING UNITS = 16 SPACES
RETAIL = 12 SPACES
PIPE LEVEL / 2' DOUBLE WASHED PEASTONE
FIRST 2'
-OOEDED v 00=1
36.00' 07000 O QED o
OC7C7C1 E3 C7 CII�O
42' O C� O O ` '� C C CI
3/4" TO 1 1/2" DOUBLE WASHED STONE
(--L-% SLOPE)
- 37'MAX. LEACHING
FACILITY
NOTES
1. DATUM IS APPROXIMATE NGVD
2. MUNICIPAL WATER IS EXISTING & AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-20
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE
(1-888-344-7233) AND VERIFYING THE LOCATION OF ALL
UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT
OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED
5' BELOW AND AROUND THE LEACHING FACILITY.
12. SEPTIC TANK SHALL BE DUAL COMPARTMENT WITH 2,500
GALLONS IN THE PRIMARY COMPARTMENT AND 1,500 GALLONS IN
THE SECONDARY COMPARTMENT.
'1 hof o-1
DATE
DANIEL A. OJALA PLS, PE
nrn,ur r
3' MAX.
UNIT #5=39.0 3'.02
6.56'
BOTTOM TH-1 EL. 27.5'
�0 4,
W
Dennis
Pond y
1
SCALE: 1" = 2,000'±
LOCUS MAP
YARMOUTH ASSESSOR'S MAP 123 PCL. 21
LOCUS IS IN F.E.M.A. ZONE C
LOT AREA: 44,851 SF OR 1.03 ACRES
REFERENCES
REFERENCE: DB 18199 PG 12
YARMOUTH ASSESSOR'S MAP 123 PCL. 21
OWNER OF RECORD
CHARLES & PENNY SULLIVAN
674 SETUCKET ROAD
SOUTH DENNIS, MA 02660
DB 18199 PG 12
ADDRESS: #330 MAIN STREET, YARMOUTHPORT, MA
02675
SEPTIC DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 8 BEDROOMS 0 110 GPD = 80 GPD
FIRST FLOOR:
2,121 SF SUPERMARKET ® 97GPD/1,000 SF= 233
GPD
BASEMENT:
208 SF SUPERMARKET ® 97GPD/1,000 SF= 21
GPD
1,381 SF RETAIL STORAGE m 50GPD/1,000 SF= 70
GPD
USE A 1,204 GPD DESIGN FLOW
SEPTIC TANK: 1,204 GPD (2) = 2 408
USE A 4,000 GAL. 2 COMPARTMENT SEPTIC TANK
2,500 GAL. + 1,500 GAL. COMPARTMENTS
LEACHING:
SIDES: 2 (16.5+79.47) 2 (.74) = 284.07 GPD
BOTTOM 16.5X79.47 (.74) = 970.33 GPD
TOTAL: 1,311.3 S.F. 1,254 GPD
USE (9) 500 GAL. LEACHING CHAMBERS (ACME OR
EQUAL)
WITH 2' STONE AT ENDS AND 4' AT SIDES
M,
APPROVED DATE BOARD OF HEALTH
SEPTIC & UTILITIES
SITE PLAN
SULLIVAN VILLAGE STORE
330 MAIN STREET
YARMOUTHPORT. MA
PREPARED FOR
CHARLES SULLIVAN
SCALE: 1 " = 20'
DATE: JULY 20, 2007
PERMIT SET - NOT FOR CONSTRUCTION
off 508-362-4541
fax 508 362-9880
down cope engineering, inc.
C/V/L ENGINEERS
LAND SURVE-YORS
939 Mcin Street - YARMOUTHPORT, MASS.
PAGE: 3 OF 4