HomeMy WebLinkAbout167 Whites Path - Site Plan 2PGS t approximate Location 101 1=
_W
Tele
a a / Riser Hydront
x /
/ (9) Eylsting 3' To 4' Dogwood Trees
PROPOSED LEACH PIT ■�
FOR ROOF DRAIN 3
(SEE DETAIL TYP.) o o /
358.37'
50
-�� �Ro —� L+ MH8
D00R do ItANDING C� �Al Q°/U'
1/-- —� ---- i 1_ Found
1 -- ��\\ - 75.00'-
1' - - - - - - - - - \ - 49 ' - - - J EN3RAN _ - �� - PROPOSED RELOCA _ -
/ - _ _ -- -- - - - -Ir_- - - - - - - - - 47 - - - - - 4' DIA. AREA DRAIN (TYP) :1E WATER SERVICE /
L i UtNit Pole �-rf
—Chain ' k men germ \ \ y x AMMON `�� R=46.53
48.1 0 / 8 -Gen
Edge Pa f At ape C \ PROPOSE GRADE ('8.1) C (1vot F. n ®J Cart
l y �r • _ _ MATCH DOSIING FLOOR (Not Found®
(TY
Existing �`M parking (Typ)
O10' rel
C>L
MOCA W,,
AINLINK R=46.85 47�0•k
13 SPACES \ \ \ FENCE
ExisL Grioin/ink Fence
/ / \ (To Be Relocated) \ �Y'' + 1
a
/ t3•c � RELOCATED OVERHEAD NARES
/ 7 SPACES PROPOSED 3" RED MAPLE U
/ R=45 f4 ll
OL
OIL We
----11 ` o
t Existing Metal Building
a e Finish floor Elev. _ 48.1
Metol Building
X45\\
Existing
m \
H
a
i44�^\���-- o
10.2 , R=4.T59 = x o
PARKING TREE CAL CULATION: i tt I O
50 SPACES (1 TREE/8 SPACES) = 7 TREES REQUIRED - 11
(7) 3' CALIPER PARKING TREES PROVIDED 'LOt Area 11
Area=104,360± Sq. Ft
or R=43.33/ 1 I p
240 Acres ®J I o
R=43.16
II
`®� II UP Cleanout
3 i II
at IrI Loading RO'P Exist. 1000 Gal/ — —
0 0 —{R-4-1. 04 1 Septic Tank / - 44-
Val
Trch
R=4
ren \ 3.75 /aChIn9 ira,,��®J
L--_ ----� 1 \\ %®fie;;=
\Q /i o Renjoin
/ \
gum
// 11 / Existing Tree �
/ 1
h 24 / unlink Fen 4q 7.91
2O' / R=42.55
i
/ R=41.99
11 Approx. (.8 � _
1l /
(Not Found) --Trenq'
/ Leaching
►I
PARKING CALCULATIONS:
PARKING SPACES REQUIRED:
G1 WHOLESALE (INDUSTRIAL - 1 SPACE/2 OCCUPANTS)
1200 S.F. INDUSTRIAL OFFICE X 1 OCC./100 S.F. (1 SPACE/2 OCC.) = 6 SPACES
26,017 S.F. INDUSTRIAL STORAGE X 1 OCC./300 S.F. (1 SPACE/2 OCC.) = 44 SPACES
TOTAL SPACES REQUIRED = 50
SPACES PROVIDED = 50
(INCLUDING 2 VAN ACCESSIBLE HANDICAP PARKING SPACES PER 521 CMR 23.2.1)
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. 75,38 S.F.
COVERAGE 727
72%
I f\ �-
i
rn
, \ o
0
Edge OPPave�nent\\
\\\\\\\\\\\\.
..WITHIN iHIS AREA, \
/ \\. . REPLACEP AVEMENT•���.�
\\\'WITH 6RAVEE1�\\\\_
F_'2• »
4FORCED NEW BLACK RUBBER
iE (1/2' ID)
IBLE STRAND 12 GA
V ANNEALED TWISTED WIRE
E WRAP. LAP ENDS DOWN
NOT STAPLE
TAKES EQUALLY SPACED
UND TREE 2 1/1 1/2'x10'
CED V-0' FROM TRUNK,
NED DARK BROWN.
KES DRIVEN AT ANGLE AND
LID VERTICAL WITH WIRE
4'-0' BURIED
3' DEEP SAUCER
)EPM SHREDDED BARK MULCH
TREE PLANTING DETAIL
Found
LEGEND
- - 28 -
- EXISTING
6" LOAM & SEED DISTURBED AREAS
26.5
EXISTING
SEE GRAVEL SECTION 8" H-20 F&COVER (TYP•)
/
6' LOAM & SEED
LOT FRONTAGE
is
BUILDING DOWNSPOUTS ALL DISTURBED
..
—x—
AREAS NOT GRAVELED
FENCE
`®J
•)
600SCH-40 PVC AT 1% MIN.
10.2'
MiN.
FROM ROOF DRAINS ADJUSTING BLOCKS/H-20 RISER
30'
CLEANOUT
TO GRADE
MORTAR ALL COMPONENTS
.TOP STRUCTURE
BUILDING COVERAGE
35%
ELEV. LISTED (TS) (TYPJ 4' MIN. PEASTONE
MAX.
IMPERVIOUS LOT COVERAGE
32.0 AND MIRAR 14ONS
72%
MAX.
FABRIC OVER STONE
SEPTIC SYSTEM SUMMARY
27'1
m �
(PROP.
gogoggg°0
DESIGN BASIS: INDUSTRIAL PLANT WITHOUT A CAFETERIA
IS WITHIN THE AQUIFER PROTECTION DISTRICT
°°°°°°�° °'°'°'°g°
gg og° °g °°°° °°°°
OWNER OF RECORD
6'0SCH40 ROOF DRAIN
°°° ° ° ° 6'-6 x 6'e ggggagggg
o o°o°e°o I 0 0 0 0
DESIGN POPULATION: 20 PERSONS MAXIMUM
TO ROOF DRAINS 1% MIN.
000go°o° 00 G
o°o°ogogg 1000 GAL. � goggggggg
LEACHPIT gaga
DESIGN FLOW = 15 GAL/PERSON/DAY
ROOF DRAINS
°°Og°g°°O
ggg°g°ago SHOREY OR EQUAL ggggggggg
= 15 GPD (20 PERSONS = 300 GAL PER DAY)
°°° °°°°
°°
NOT TO SCALE
goon agog °ggggg
DESIGN PERCOLATION RATE = 2 MIN./INCH
°ggg
°a°a" ° °a° ° ° ' °° ° �` °��`��
O o°G °°°°°°U C U°° O°O°o°°°C ° C O
- 1 1/Y
ALLOWABLE WASTEWATER APPLICATION RATE = 1.0 GAL/S.F.
DOUBLE WASHED STONE
BLE
4' MIN. AROUND PIT
REQUIRED LEACHING AREA = 300 GAL/DAY X 1.0 GAL/SF = 300 S.F.
& 6" UNDER PR
ROOF DRAIN SECTION
LEACHING AREA PROVIDED = 10' X 40' = 400 S.F.
NOT TO SCALE
DCE #04-345
►I
PARKING CALCULATIONS:
PARKING SPACES REQUIRED:
G1 WHOLESALE (INDUSTRIAL - 1 SPACE/2 OCCUPANTS)
1200 S.F. INDUSTRIAL OFFICE X 1 OCC./100 S.F. (1 SPACE/2 OCC.) = 6 SPACES
26,017 S.F. INDUSTRIAL STORAGE X 1 OCC./300 S.F. (1 SPACE/2 OCC.) = 44 SPACES
TOTAL SPACES REQUIRED = 50
SPACES PROVIDED = 50
(INCLUDING 2 VAN ACCESSIBLE HANDICAP PARKING SPACES PER 521 CMR 23.2.1)
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. 75,38 S.F.
COVERAGE 727
72%
I f\ �-
i
rn
, \ o
0
Edge OPPave�nent\\
\\\\\\\\\\\\.
..WITHIN iHIS AREA, \
/ \\. . REPLACEP AVEMENT•���.�
\\\'WITH 6RAVEE1�\\\\_
F_'2• »
4FORCED NEW BLACK RUBBER
iE (1/2' ID)
IBLE STRAND 12 GA
V ANNEALED TWISTED WIRE
E WRAP. LAP ENDS DOWN
NOT STAPLE
TAKES EQUALLY SPACED
UND TREE 2 1/1 1/2'x10'
CED V-0' FROM TRUNK,
NED DARK BROWN.
KES DRIVEN AT ANGLE AND
LID VERTICAL WITH WIRE
4'-0' BURIED
3' DEEP SAUCER
)EPM SHREDDED BARK MULCH
TREE PLANTING DETAIL
Found
LEGEND
- - 28 -
- EXISTING
CONTOUR
26.5
EXISTING
SPOT GRADE
x
MIN.
LOT FRONTAGE
is
EXISTING
TREE
—x—
EXISTING
FENCE
`®J
EXISTING
CATCH BASIN
10.2'
MiN.
REAR SETBACK
,V �j
DATE
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
"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'
MIN.
SIDE SETBACK
10'
10.2'
MiN.
REAR SETBACK
30'
32.3'
MAX.
BUILDING COVERAGE
35%
26%
MAX.
IMPERVIOUS LOT COVERAGE
70%
72%
MAX.
BUILDING HEIGHT
35'
27'1
(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 PLAIM
167 WHITES PATH
SOUTH
YARMOUTH, ASA
PREPARED FOR (OWNER/APPLICANT)
SNOW
& .JONES, INC.
SCALE: 1' =
20' DATE: FEB. 2, 2005
REV.: MARCH 3, 2005
20 0
20 40 60 Feet
PERMIT PIAN - NOT FOR CONSTRUCTION
SHEET 1 OF 1
4. off 508-362-4541
fox 508-362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
u , P E
939 main st. yarmouthport, ma 02675
04-345BASE.DWG