HomeMy WebLinkAbout167 Whites Path - Site Plans Pa th
White
In
Approximate Location of 12wA, W,
W
/ Tele.
/ Riser Hydrant
PROPOSED LEACH PIT ZI:/ / (9) Existing 3" To 4" Dogwood Trees
FOR ROOF DRAIN /
(SEE DETAIL TYP.)
Na o $
\ \ 51--
/ �4
50
one found
Zone
�-------- —� _� ��49' — / ��—ADJUST WATERLINE AS
— — — — — — — 47 --- Uti/it Pole 100.00' REQUIRED. COORDINATE A rox. LB
_ Y 4' DIA. PP / R=46.53
WITH WATER DEPARTMENT
i — — — Chain fi>`n e d Berm \ u
— ent At ape o ® Contra
e C 4a.1x AREA DRAIN (TYP) o (Not�o nd) �� /rrig.
L2 1.
Edge
pave 48 / uY r`. EX;sr. PROQOSED OOR GRADE '�® J (Tm)
i'��y�_ MATCH EXISTING FLOOR G / Existing Grovel Parking \�a
(TYP) \ RELOCATED .85 RELOCATED HVAC —�
X CHAINLINK R=46
IN
13 SPACES FENCE X
/ \
/ \ � � I k J�_X �
\ Exist. Chomlink Fencer�� }
(To Be Relocated)
1,,
RELOCATED OVERHEAD WIRES
PROPOSED 3' RED MAPLE N
R=45.14 7 SPACESR= .76 \ (TYP OF 7) x
/
/
PARKING CALCULATIONS:
PARKING SPACES REQUIRED:
Gt WHOLESALE (INDUSTRIAL — 1 SPACE/2 OCCUPANJS) /
1200 S.F. INDUSTRIAL OFFICE X 1 OCC./100 S.� (1 SPACE/2 OCC.) = 6 SPACES V /
0a n17 c P imni ICTRIAI cTORArF X 1 (ICC- /300 S.F. (1 SPACE/2 OCC.) = 44 SPACESv
TOTAL SPACES REQUIRED =�*5'
SPACES PROVIDED =5
(INCLUDING 2 VAN ACCESSIBLE HANDICAP PARKING SPACES PER 521 CMR 2.1)
LOT COVERAGE CALCULATIONS
EXISTING PROPOSED
PAVE & DOCKS 51,327 S.F. 48,170 S.F.
BUILDINGS 24,217 S.F. 27,217 S.F.
TOTAL 75,544 S.F. 75,387 S.F.
COVERAGE 72% 727
2.40 Acres
®,
197 WHITE'S PATH
"PLAN OF ABANDONMENT OF
A PORTION OF WHITE'S PATH
/
BY THE TOWN OF YARMOUTH
ENGINEERING DIVISION.
R=43.16
i I
ARTICLE 27 OF THE ANNUAL
i
kJ
C/eonout
UP
vs LA
-- — N \
MIN. LOT SIZE
40,000 S.F. 104,360 S.F.
MIN, LOT FRONTAGE
100' 358.37'
MIN. FRONT SETBACK
30' 40.2' v
MIN. SIDE SETBACK
^ A
MIN. REAR SETBACK
,o
A
MAX. IMPERVIOUS LOT ' COVERAG�O% x-72% /
MAX. BUILDING HEIGHT
20• o
(PROP. ADDIT.=19'±)
-k
n
Existing Metol Building
Metol Building
45-- Qx
_
45 �
Finish Floor Elev. =.48.1'.
Existing
,
W
—
z—.—
A
R=43.59\
p
`tS
PARKING TREE CALCULATION:
50 SPACES (1
TREE/8 SPACES)
= 7 TREES -REQUIRED
(7) 3" CALIPER
PARKING TREES
PROVIDED Area
.,—'Lot
11
Area=104,360± S .
4
Ft
I
a
—
Or
R=43.33 ]J
`O
PARKING CALCULATIONS:
PARKING SPACES REQUIRED:
Gt WHOLESALE (INDUSTRIAL — 1 SPACE/2 OCCUPANJS) /
1200 S.F. INDUSTRIAL OFFICE X 1 OCC./100 S.� (1 SPACE/2 OCC.) = 6 SPACES V /
0a n17 c P imni ICTRIAI cTORArF X 1 (ICC- /300 S.F. (1 SPACE/2 OCC.) = 44 SPACESv
TOTAL SPACES REQUIRED =�*5'
SPACES PROVIDED =5
(INCLUDING 2 VAN ACCESSIBLE HANDICAP PARKING SPACES PER 521 CMR 2.1)
LOT COVERAGE CALCULATIONS
EXISTING PROPOSED
PAVE & DOCKS 51,327 S.F. 48,170 S.F.
BUILDINGS 24,217 S.F. 27,217 S.F.
TOTAL 75,544 S.F. 75,387 S.F.
COVERAGE 72% 727
\\\\\\\\\\ \
46�C'�
\\\\\\\\\\\\
WTH
REPLACE PIAVEMENT _��
\\\\WITH GRAVEL\\\\\
\\\\\\\\\\\\\\\
\\\ \\\\\\\\\\\
2.40 Acres
®,
197 WHITE'S PATH
"PLAN OF ABANDONMENT OF
A PORTION OF WHITE'S PATH
SOUTH YARMOUTH, MA" DATED FEB. 28, 2003, PREPARED
BY THE TOWN OF YARMOUTH
ENGINEERING DIVISION.
R=43.16
i I
ARTICLE 27 OF THE ANNUAL
i
kJ
C/eonout
UP
vs LA
-- — N \
MIN. LOT SIZE
40,000 S.F. 104,360 S.F.
MIN, LOT FRONTAGE
100' 358.37'
MIN. FRONT SETBACK
30' 40.2' v
MIN. SIDE SETBACK
10' 10.2'
MIN. REAR SETBACK
,o
MAX. BUILDING COVERAGE
MAX. IMPERVIOUS LOT ' COVERAG�O% x-72% /
MAX. BUILDING HEIGHT
35' 27'± 411
(PROP. ADDIT.=19'±)
4.
°
W
—
z—.—
A
\\\\\\\\\\ \
46�C'�
\\\\\\\\\\\\
WTH
REPLACE PIAVEMENT _��
\\\\WITH GRAVEL\\\\\
\\\\\\\\\\\\\\\
\\\ \\\\\\\\\\\
II I
o II Loading Romp Exist. 1000 Goa
_ septic Tank 44--
R=43.04
/ R=43..7] \ ve Ment
u v
43-- — ® \ Pa
v / \ b d /ch %®� i Edge Of X
Z APprox. Leoa� ing rrencties J \ R=4� L achfn9Tren;,, =�j , i
a /
/ r To Remain
'1 "w / 11 / EXistin9 Tree _ M
h 24 / C,,njink Fence 447.91 M
20' / R=4255 `T
R=41.99
1
II Approx. CB � (Not Found) -�Trencp
/ Leaching
SEPTIC SYSTEM SUMMARY
DESIGN BASIS: INDUSTRIAL PLANT WITHOUT A CAFETERIA
DESIGN POPULATION: 20 PERSONS MAXIMUM
DESIGN FLOW = 15 GAL/PERSON/DAY
= 15 GPD (20 PERSONS = 300 GAL. PER DAY)
DESIGN PERCOLATION RATE = 2 MIN./INCH
ALLOWABLE WASTEWATER APPLICATION RATE = 1.0 GAL/S.F.
REQUIRED LEACHING AREA = 300 GAL/DAY X 1.0 GAL/SF = 300 S.F.
LEACHING AREA PROVIDED = 10' X 40' = 400 S.F.
DCE #04-345
6" LOAM & SEED DISTURBED AREAS
SEE GRAVEL SECTION 8" H-20 F&COVER'
6" LOAM & SEED .,
BUILDING DOWNSPOUTS ALL DISTURBED
AREAS NOT GRAVELED -
MID.) 6"OSCH-40 PVC AT 1% MIN. 1'-4"
FROM ROOF DRAINS ADJUSTING BLOCKS/H-20 RISER MIN
CLEANOUT MORTAR ALL COMPONENTS
TO GRADE TOP STRUCTURE
ELEV. LISTED (TS) (TYP.) 4" MIN. PEASTONE
32.0AND ..RIC OS OVER STONE
m_
oao°o°o°° 6'-8 x 6'0
6'0SCH40 ROOF DRAIN 0 e0 0°0°o°o°a L
D ° O O oH-20TO ROOF DRAINS 1% MIN.1000 GAL.o°
oLEACHPITo°ROOF DRAINSSHOREY OR EQUAL gSaogo;
oao°o°o°a 'oQ00000aO
NOT TO SCALE 0000°0000 ° o °oao
0 0°0o NZ
3/4' - 1 1/2'
DOUBLE WASHED STONE /
4' MIN. AROUND PIT
& -6" UNDER PIT
ROOF DRAIN SECTION
NOT TO SCALE
0
3' CALIPER TREE
REINFORCED NEW BLACK RUBBER
HOSE (1/2" ID)
DOUBLE STRAND 12 GA
GALV ANNEALED TWISTED WIRE
TREE WRAP. LAP ENDS DOWN
DO NOT STAPLE
3 STAKES EQUALLY SPACED
AROUND TREE 2 1/2"x2 1/2"x10'
SPACED V-0" FROM TRUNK,
STAINED DARK BROWN.
STAKES DRIVEN AT ANGLE AND
PULLED VERTICAL WITH WIRE
MIN 4'-0" BURIED
MIN 3' DEEP SAUCER
3' DEPTH SHREDDED BARK MULCH
REMOVE BURLAP FROM TOP
Y"I HALF OF ROOT13ALL
COMPACTED SUB -GRADE
SOIL MIX
ItN 11
MIN MINN
TREE PLANTING DETAIL
Found
LOCUS MAP
SCALE 1"=2083' ASSESSORS MAP 98 PARCEL 80
LOCUS IS WITHIN FEMA FLOOD ZONE C (NOT A FLOOD
HAZARD ZONE)
EXISTING USE: WHOLESALE OF DURABLE GOODS — G1
PROPOSED USE: WHOLESALE OF DURABLE GOODS — G1
REFERENCES
DEED BOOK 3639 PAGE 269
2.40 Acres
®,
197 WHITE'S PATH
"PLAN OF ABANDONMENT OF
A PORTION OF WHITE'S PATH
SOUTH YARMOUTH, MA" DATED FEB. 28, 2003, PREPARED
BY THE TOWN OF YARMOUTH
ENGINEERING DIVISION.
R=43.16
i I
ARTICLE 27 OF THE ANNUAL
TOWN MEETING OF 2004.
kJ
C/eonout
UP
vs LA
-- — N \
II I
o II Loading Romp Exist. 1000 Goa
_ septic Tank 44--
R=43.04
/ R=43..7] \ ve Ment
u v
43-- — ® \ Pa
v / \ b d /ch %®� i Edge Of X
Z APprox. Leoa� ing rrencties J \ R=4� L achfn9Tren;,, =�j , i
a /
/ r To Remain
'1 "w / 11 / EXistin9 Tree _ M
h 24 / C,,njink Fence 447.91 M
20' / R=4255 `T
R=41.99
1
II Approx. CB � (Not Found) -�Trencp
/ Leaching
SEPTIC SYSTEM SUMMARY
DESIGN BASIS: INDUSTRIAL PLANT WITHOUT A CAFETERIA
DESIGN POPULATION: 20 PERSONS MAXIMUM
DESIGN FLOW = 15 GAL/PERSON/DAY
= 15 GPD (20 PERSONS = 300 GAL. PER DAY)
DESIGN PERCOLATION RATE = 2 MIN./INCH
ALLOWABLE WASTEWATER APPLICATION RATE = 1.0 GAL/S.F.
REQUIRED LEACHING AREA = 300 GAL/DAY X 1.0 GAL/SF = 300 S.F.
LEACHING AREA PROVIDED = 10' X 40' = 400 S.F.
DCE #04-345
6" LOAM & SEED DISTURBED AREAS
SEE GRAVEL SECTION 8" H-20 F&COVER'
6" LOAM & SEED .,
BUILDING DOWNSPOUTS ALL DISTURBED
AREAS NOT GRAVELED -
MID.) 6"OSCH-40 PVC AT 1% MIN. 1'-4"
FROM ROOF DRAINS ADJUSTING BLOCKS/H-20 RISER MIN
CLEANOUT MORTAR ALL COMPONENTS
TO GRADE TOP STRUCTURE
ELEV. LISTED (TS) (TYP.) 4" MIN. PEASTONE
32.0AND ..RIC OS OVER STONE
m_
oao°o°o°° 6'-8 x 6'0
6'0SCH40 ROOF DRAIN 0 e0 0°0°o°o°a L
D ° O O oH-20TO ROOF DRAINS 1% MIN.1000 GAL.o°
oLEACHPITo°ROOF DRAINSSHOREY OR EQUAL gSaogo;
oao°o°o°a 'oQ00000aO
NOT TO SCALE 0000°0000 ° o °oao
0 0°0o NZ
3/4' - 1 1/2'
DOUBLE WASHED STONE /
4' MIN. AROUND PIT
& -6" UNDER PIT
ROOF DRAIN SECTION
NOT TO SCALE
0
3' CALIPER TREE
REINFORCED NEW BLACK RUBBER
HOSE (1/2" ID)
DOUBLE STRAND 12 GA
GALV ANNEALED TWISTED WIRE
TREE WRAP. LAP ENDS DOWN
DO NOT STAPLE
3 STAKES EQUALLY SPACED
AROUND TREE 2 1/2"x2 1/2"x10'
SPACED V-0" FROM TRUNK,
STAINED DARK BROWN.
STAKES DRIVEN AT ANGLE AND
PULLED VERTICAL WITH WIRE
MIN 4'-0" BURIED
MIN 3' DEEP SAUCER
3' DEPTH SHREDDED BARK MULCH
REMOVE BURLAP FROM TOP
Y"I HALF OF ROOT13ALL
COMPACTED SUB -GRADE
SOIL MIX
ItN 11
MIN MINN
TREE PLANTING DETAIL
Found
LOCUS MAP
SCALE 1"=2083' ASSESSORS MAP 98 PARCEL 80
LOCUS IS WITHIN FEMA FLOOD ZONE C (NOT A FLOOD
HAZARD ZONE)
EXISTING USE: WHOLESALE OF DURABLE GOODS — G1
PROPOSED USE: WHOLESALE OF DURABLE GOODS — G1
REFERENCES
DEED BOOK 3639 PAGE 269
PLAN BOOK 365 PAGE 4
197 WHITE'S PATH
"PLAN OF ABANDONMENT OF
A PORTION OF WHITE'S PATH
SOUTH YARMOUTH, MA" DATED FEB. 28, 2003, PREPARED
BY THE TOWN OF YARMOUTH
ENGINEERING DIVISION.
ARTICLE 15 OF THE ANNUAL
TOWN MEETING OF 2003.
ARTICLE 27 OF THE ANNUAL
TOWN MEETING OF 2004.
ZONING SUMMARY
ZONING DISTRICT: B3
REQUIRED: PROVIDED:
MIN. LOT SIZE
40,000 S.F. 104,360 S.F.
MIN, LOT FRONTAGE
100' 358.37'
MIN. FRONT SETBACK
30' 40.2' v
MIN. SIDE SETBACK
10' 10.2'
MIN. REAR SETBACK
30' 32.3'
MAX. BUILDING COVERAGE
MAX. IMPERVIOUS LOT ' COVERAG�O% x-72% /
MAX. BUILDING HEIGHT
35' 27'± 411
(PROP. ADDIT.=19'±)
LOT IS WITHIN THE AQUIFER PROTECTION DISTRICT
OWNER OF RECORD
SNOW & JONES, INC.
167 WHITE'S PATH
SOUTH YARMOUTH, MA 02664
PROPOSED SITE PLAIN
LEGEND
197 WHITE'S PATH
— — 28 —
— EXISTING
CONTOUR
SOUTH YARMOUTH, MA
25.5
EXISTING
SPOT GRADE
EXISTING
TREE ,
FOR (OWNER/APPLICANT)
—x—
EXISTING
FENCE
SNOW
SNOW & JONES, INC.
`�J
EXISTING
CATCH BASIN
DATE
SCALE: 1' = 20' DATE: FEB. 2, 2005
20 0 20 40 60 Feet
PERMIT PLAN - NOT FOR CONSTRUCTION
SHEET 1 OF 1
off 508-362-4541
fox 508-362-9680
as
down cape engineering, inc.
y CIVIL ENGINEERS
IB LAND SURVEYORS
OE 939 main st. yarmouthport, ma 02675
04-345BASE.DWG