HomeMy WebLinkAboutDecision 3708 - Site Plan0
0 /
J. oo O PARKING REQUIRED N/F
F
o / / WILLIAM R. ABBOTT
& NANCY A. DUBE
o$ m TOTAL BUILDING AREA 1453± S.F. / /
r /
LOCUS r
p� o STORAGE AREA //
� _ ASSESSORS MAP 30
_ 3001 80± S.F.SF1 !/ PARCEL 186
OFFICE AREA 200/1 1373± S.F. 6+1 („ / / 1e DEED 12722/60
ROUTE 28 MAIN ST.
;a SECOND FLOOR APART. 2 PER APARTMENT 2 / / / (2)
F
N a 10 - 2 = 5 + 2 = 7 2"cedor
i
7 REQUIRED - 9 PROVIDED ! ��/ (6) (3
LOCUS MAP / !� 1�9'�CEN. TO CEN. ) TjC / rL . --
NOT TO SCALE: PROPOSED (q1 D'CAT_S RE aN
/ I �� FFN T�-E Loc --!O%
/ 5' HIGH ri `- F
ARBORVIDAE / OAKS 4) CF S6
/ (ARB) / OS6,
/
®10.0' 40„
20.4, (1% , .0 //6 'popular �� �. e8g2
15.9 60 ! 6"cedar 6'
FAIRWINDS TRUST ! / 20.0' 2
20.0' & 3"
PAVEMENT DETAIL ASSESSORS MAP 30 / /
/ 8"cedar i � ce
PARCEL 171 ! / ,, 2" YEW ^ _ _ _ � oo�
DEED 11976/265 / 4"cedor relocate to (2)
relocate to(1 r� F��T / ,i \' t 76
1"TOP COAT
° ° ° ° O ° ° ° ° ° ° ° o °
2" BASE ° °
12" GRAVEL
4"cedar10.0'` ?4D�RgN�C �� �\ 20.0' \
CF 0 / / (5; � /CONCRETE
!� o SRF / 4"cedar / ® BOUND FOUND
/ / !relocate to (4i / i �. '. BROKEN
0 10.0'4"spruce / ��� 4"cedor
relte to , /
' oca(3)6"cedar
/ GG/ 6" edar O 15.5' fj J,. / 4"cedar
to (6) _ I _ _ - ,r � I / 6" maple
/ ! ` PROPOSED °
7g !! 16.1 G, MANHOLE i8" apple y J� > 6"cedar
RIM 15.4'
INV. IN 12.2 25. \
RP OPOSED \4" maple(MIN) �G�
CATCH BASIN relocate to (5) X11 / ry
G' RIM -- 14.9'
! ! / WG \(N V. OUT 12.4
SOIL TEST
APRIL 30, 1997, WITNESSED BY AMY VON HONE
0-10 A LOAMY SAND 10yr 4/2 / / /
10-16 B LOAMY SAND 10yr 6/6 \ / // �� 0
/ r
16-96 C1 MEDIUM SAND 10yr 7/6 // / / bushes winterberr y Q 4G
96-120 C2 COARSE SAND 10yr 8/3
/
EXISTING GROUND EL. = 14.9' - FORMERLY 14.3'PROPOSEDD MAIN ENT.
'
WATER ENCOUNTERED AT 7.7' ELEV. 6.6' NGVD // O 7 //o ^moo
USING MIW-29 ADJUSTMENT OF 0.7' / s\
ADJUSTED GROUNDWATER ELEVATION 7.3" NGVD / ti0 3 EXISTING
PROPOSED
WASHED \
LIGHTING
16.0 & VAN
115.1 1
9
0
WALL LIGHT CRAWL
#374 SPACE
N/F !/ i / \\ 1 STORY EXISTING 1 1/2 STORY CAPE
ACILDE CRUZ ! / /CRAWL WITH FULL BASEMENT tv
O ri to
�O� / �c SPACE WOOD BUILDING
ASSESSORS MAP 30
/ OFFICE SPACE
PARCEL 170
DEED 12930/153 !/ ti� e �� \ 21'4± EXIT 2nd FLOOR
V2LIVING SPACE=0 20
T.O.C. = 14.7'
-&/1-
Ist FLOOR = 15.7'± PORCH
! r o F \
ARB %%r EXIT EXIT
ARB,
EXISTING �p 1 STORY
/ - '�` EXISTING /
PARKING STAL ,,,;. CRA1hL
FIRE HYDRANT ! \ 10'x18' WTH POSTLAMP SPACE
TAG BOLT #111 7OVERHANG
l NEW SIGN ON GABLE
/
WASHED LIGHTING PROPOSED
ELEVATION 16.16 / LOW
11 i Q'ARMOUTH �
STREET/BOUND FOUND SIGN POINT ,YEW BENCHMARK f 1
II � ��
SOUTHWEST CORNER - - - - - -
Y UTILITY CQ, STOP j SIGN �I \ l pROp OF CONCRETE STOOP 4
POLE �� C� I YEW \ p5 ELEVATION 15.36' NGVD `
WATERR
I�1 1 ARB tea'" A 1
G' I
�
Iv, S
GATE \\ 11 YEW "ARB Stv'44 42.6'± 1
t
LOTS 5 & 6 \'
\\ 6 \ NEW SIGN TO BE IN 15,114± S.F.
\\ EXISTING SIGN LOCATION 0.35± ACRES 1
\\ WASHED LIGHTING \
N�- PROPOSED
\�, 111z'
PK
RNAIL SET _�__----_-------
I 28
1 EDGe OF� �� fOg B/TrJM/NpNS SIDE w,- '3
933/lg3 NT AT
M�
4 STgTf y/GyIIgY ` I
GRAN/7' CURBING � /
PK UTILITY
�gRlgeLe W/DTy S TREE
NAIL SET POLE
OWNER: CHRISTIN HAYES
ADDRESS: #374 MAIN STREET (ROUTE 28)
WEST YARMOUTH, MA 02673 `
ASSESSORS MAP 30
PARCEL NUMBEf 13631/292 \ ` E�Ge OF pA
DEED RE[:: 250/71 - 66/111 - 285/9 ` ` MCNr q r
PLAN REF: B2 -BUSINESS cRgN�r
ZONZ:
FIRM/FEMF 250015 0005 D. 7/2/92, ZONE "B" f cURe�NG
_
I <
rO
i
r'v 7
.N1
ro N
N/F
TOWN OF YARMOUTH
ASSESSORS MAP 30
PARCEL 188.1
NOTE:
X=RAY / SILVER NITRATE RESIDUE
TO BE HANDLED AND REMOVED BY
"ALLIANCE I%IAGINS CC_LECLO`:"
kaK - _ - c4q, s cot= W
24" DIAMETER HEAVY'
DUTY LeBARON
OR EQUIVALENT
I ELEV=15.5'
in
i
MANHOLE BROUGHT TO
GRATE GRADE WITH BRICKS
OR REINFORCED CONCRETE
GRADING RINGS.
FRAME TO BE SET IN
PRECAST CONC. LEACHING CHAMBER .. `- (FULL
BED OF MORTAR.
FILTER CLOTH
TO MEET H-20 LOADING
ELEV=12.0- 12' CORR/ ALUM PIPE CONNECTION S=0.029,
2.2
^- INLET
g"
• .;•`a «;
o O = 0 0 0 ;.. pEgSTONE
FINISHED ROAD GRADE
RIM - 14.9
OR GROUND SURFACE
MORTAR BED
n P CRUSHED STONEI .;, +,: �;: CO = 0 0
U
w f.. • • •. •: •�
.:
-BRICK LEVELING COURSE AS REQUIRED
1
•i
• �:a ELEV 9.0'
FOR GRADE ADJUSTMENTS
1.7' ABOVE ADJ.
2 COURSES MIN. 5 COURSES MAX.
GROUNDWATER
t
ELEV 7.3'
4' 6'-0" 4'
600 GALLON LEACHING CHAMBER
DETAIL
SHOREY PRECAST LCB -600 H-20
INLET FROM CATCH BASIN ELEVATION 12.2'
ALL OTHER INVERTS TO BE EQUALIZED AT 12.0'
TOTAL LEACHING AREA
/-GROUT ALL AROUND
BOTTOM = 24.0 x 24.0' = 576 s.f.
SIDES = (24.0' x 3' + 24.0' x 3S) x 2 = 288 s.f.
TOTAL LEACHING AREA = 864 S.F.
2'-6"
4'-6"
F+'i1t�C1 s
L 'Tv " = j
E1). 13071
NOT TO SCALE
PREPARED BY:
EAS SURVEY, INC.
141 RTE 6A, PO BOX 1729
SANDWICH, MA 02563
EDWARD A. STONE, PLS.
GRAPHIC SCALE -
10 0 5 10 20
1 INCH = 10 FEET
DATE
SITE PLAN
LOCATED AT
REV. JULY 3, 2001
REV. JUNE 12, 2001
374 MAIN STREET (ROUTE 28)
WEST YARMOUTH, MASS
PREPARED FOR
ATLANTIC CHIROPRACTIC
AND ASSOCIATES
DATE: MAY 25, 2001 -7a8
LeBARON LK 121 CATCH BASIN FRAME
AND GRATE IN PAVED AREAS.
g"
8" SET FRAME IN FULL BED OF MORTAR
FINISHED ROAD GRADE
RIM - 14.9
OR GROUND SURFACE
MORTAR BED
--
-BRICK LEVELING COURSE AS REQUIRED
1
2'-O"
FOR GRADE ADJUSTMENTS
is"-CONI
24"CAL
2 COURSES MIN. 5 COURSES MAX.
SECTION
S •.;
SQ. OPENIN
INV. OUT 12.4' 12" RCP
PROVIDE "V" OPENING
/-GROUT ALL AROUND
a
MORTAR ALL JOINTS
GREASE TRAP
O
I
�
1"CLEAR
MIN. 0.12 SO. IN. STEEL PER
4'-0"DIA.
VERTICAL FOOT, PLACED
ACCORDING TO AASHTO
5"MIN
DESIGNATION M199
.L - 7.9
..,-' ..,6.'
PRECAST
CONC.
CATCH BASIN
F+'i1t�C1 s
L 'Tv " = j
E1). 13071
NOT TO SCALE
PREPARED BY:
EAS SURVEY, INC.
141 RTE 6A, PO BOX 1729
SANDWICH, MA 02563
EDWARD A. STONE, PLS.
GRAPHIC SCALE -
10 0 5 10 20
1 INCH = 10 FEET
DATE
SITE PLAN
LOCATED AT
REV. JULY 3, 2001
REV. JUNE 12, 2001
374 MAIN STREET (ROUTE 28)
WEST YARMOUTH, MASS
PREPARED FOR
ATLANTIC CHIROPRACTIC
AND ASSOCIATES
DATE: MAY 25, 2001 -7a8