HomeMy WebLinkAbout374 Route 28 Site PlanPAVEMENT DETAIL
TOTAL
x
= 24.8' x 24.5'
x 3.0-
0
TO MEET H-20 LOADING
Z
J l
0
VOLUME
O� Q
0
10" CONNECTION S=0.02%
��
Qp
rri
2.0
.:
,�...•,
LOCUS
Av
VOILDS
= .45 x 1708
ROUTE 28 MAIN ST.
` /
•:,.... .: 0
PARKING REQUIRED
co
ASSESSORS MAP 30
TOTAL
rn
= 768 + 114
•...
TOTAL BUILDING AREA
1453±
S.F.
/
N
I
>
= 882 c.f. (OK)
/
/ 78
STORAGE AREA 300/1
LOCUS MAP
S.F.
PAVEMENT DETAIL
1" TOP COAT
0, ° 2" BASE °
\ 12" GRAVEL
10 _ 2 = 5 + 2 = 7 // PROPOSED / �! (7) /1j9iCEN. TO CEN. (3)
/ 5' HIGH o C�
/y> ARBORVIDAE / (2) 2" (4)
/ OAKS
/ 010.0' /
FAIRWI SF TRUST / / 20.4' {1) �0
ASSESSORS MAP 30 / t5'9 / .0
PARCEL 171
DEED 11976/265 / / 20.0'
8"cedar 2" YEW i
4"cedar ee relocate to (2) �
relocate to 1
/ 16 ,/ / 4"cedar 10 It �\ 20.0'
/ 1 14"cedar
10.0 relocate to (41
4"s ruce
\ PROPOSED 15.5' 4b relocate to (3)
GG/PR
6"cedar MANHOLE
/ I relocRIM = 15.5'
/ I } to (7)) INV. IN 12.0'
TOTAL
VOLUME
= 24.8' x 24.5'
x 3.0-
I -
TO MEET H-20 LOADING
= 1822 c.f.
J l
STONE
VOLUME
= 1822-114
10" CONNECTION S=0.02%
= 1708
N/F
2.0
.:
,�...•,
WILLIAM R. ABBOTT
STONE
VOILDS
= .45 x 1708
& NANCY A. DUBE
` /
•:,.... .: 0
PARKING REQUIRED
0
ASSESSORS MAP 30
TOTAL
VOLUME
= 768 + 114
•...
TOTAL BUILDING AREA
1453±
S.F.
/
DEED 12722/60
:.�: • '
= 882 c.f. (OK)
/
/ 78
STORAGE AREA 300/1
80±
S.F.
1
REQUIRED
OFFICE AREA 200/1
1373±
S.F.
6+1kq0
K
/
CRUSHED STONE�•:��o
INDICATES
OTREE
REPTANTED
LOCATION
0 0
0
`., ~•: �;
/
FF
`�
(2)
/ OF
2"cedar
SECOND FLOOR APART.
2 PER
APARTMENT
1" TOP COAT
0, ° 2" BASE °
\ 12" GRAVEL
10 _ 2 = 5 + 2 = 7 // PROPOSED / �! (7) /1j9iCEN. TO CEN. (3)
/ 5' HIGH o C�
/y> ARBORVIDAE / (2) 2" (4)
/ OAKS
/ 010.0' /
FAIRWI SF TRUST / / 20.4' {1) �0
ASSESSORS MAP 30 / t5'9 / .0
PARCEL 171
DEED 11976/265 / / 20.0'
8"cedar 2" YEW i
4"cedar ee relocate to (2) �
relocate to 1
/ 16 ,/ / 4"cedar 10 It �\ 20.0'
/ 1 14"cedar
10.0 relocate to (41
4"s ruce
\ PROPOSED 15.5' 4b relocate to (3)
GG/PR
6"cedar MANHOLE
/ I relocRIM = 15.5'
/ I } to (7)) INV. IN 12.0'
S60,
/G S64�n
/6"populor
6"cedar 6928'
20.0'
- N � 3 ceao�
t'
ow 76
15.9
/ If 6) /CONCRETE
BOUND FOUND
BROKEN
4"cedar
6"cedar
4"cedor
�\
6" mo le
/ -Up I xp
relocate to (6) 1 --111 6"cedar
6.1
25. / L \�
/
4" mapIJMIN)
relocate to (5) F}
PROPOSED �� / <
/. r�IjSTi CATCH BASIN
SOIL TESTA // / lt- W RIM = 14.9'
���
APRIL 30, 1997, WITNESSED BY AMY VON HONE
S �F AqT INV. OUT 12.4' � <vr
0-10 A LOAMY SAND 10yr 4/2
10-16 B LOAMY SAND 10yr 6/6 \\ / / 90
y s
16-96 C MEDIUM SAND 10yr 7/6 // // winterberry p 0 <
1 / / bushes pp
96-120 C2 COARSE SAND 10yr 8/3 O // G �i0<"WASHEODED 15.1 l
EXISTING GROUND EL. = 14.9' - FORMERLY 14.3' X O OQ" LIGHTING r 1,
WATER ENCOUNTERED AT 7.7' ELEV. 6.6' NGVD//o h� �\ ,- EXISTING
/ 4 \
USING MIW-23 A::JS?17-N7 C' C. OLANDIN/
ADJUSTED GROUNDWATER ELEVATION 7.3" NGVD/ o 3 3• EXISTING
WALL LIGHT CRAY"_
#1374 SPACE
N F /�� // \ �ry //v 1 STORY EXISTING 1 1/2 STORY CAPE �� p
ACILDE CRUZ O / /CRAWL WITH FULL BASEMENT �,
ASSESSORS MAP 30 SPACE WOOD BUILDING _C' .41
PARCEL 170 O / \ OFFICE SPACE
DEED 12930/153 /� 21.4'± & �� o
\ 2nd FLOOR LIVING SPACE �� ?p
T. 0. C. = 14.7'
/ \ / Ist FLOOR = 15.7'± PORCH 4} <v}
EXISTING
/ ,/ / 18.2'±
/ EXISTING POSTLAMP / 1 STOFY
PARKING STALL / /CRAY
FIRE HYDRANT 10'x18' WITH / NEW SIGN ON GABLE -
/ 1/ } -- OVERHANG / WASHED LIGHTING PROPOSED =
SPAC
TAG BOLT #j111 / /
ELEVATION 16.16
`STREET/SIGNII r YARMOUTH \ \ / \ \
// II BENCHMARK
BOUND FOUND
Y // II SOUTHWEST CORNER --- ___ ---- --- f4
UTILITY �� STOP,,//SIGN BROKEN - -
POLEII � OF CONCRETE STOOP
ELEVATION 15.36' NGVD 1
WATER \
GATE 1 l 1
2 YEWS 42.6'±
LOTS 5&6
NEW SIGN TO BE IN 15,114 ± S. F.
\\ EXISTING SIGN LOCATION 0.35± ACRES 1
\\ \ WASHED LIGHTING \
\\ �pROPOSED
1
PK
OU
NAIL SET ��\\ � `---------__--,_---- 1.
-
f0fz:-
OF of 4.09' e1 TUMIINSOU ,
P
±7033/'934 STAT M MCNT AT zz T
£ N�GHWq y � l' V Ci�N7 f CURBING � � � � - � \ 1.
S � UTILITY
NAIL SET POLE
OWNER: CHRISTIN HAYES
ADDRESS: #{374 MAIN STREET (ROUTE 28)
WEST YARMOUTH, MA 02673
ASSESSORS MAP 30
PARCEL NUMBER 187
DEED REF: 13631/292
PLAN REF: 250/71 - 66/111 - 285/9
ZONING: B2 -BUSINESS
FIRM/FEMA: 250015 0005 D, 7/2/92, ZONE "B"
L
epGeOFP
c � q VEME
AT R
1N/T
zz
N`
Z
1
3
x
(a =
N
<3 a
N �
a
N /F
TOWN OF YARMOUTH
ASSESSORS MAP 30
PARCEL 188.1
NOTE:
X-RAY / SILVER NITRATE RESIDUE
TO BE HANDLED AND REMOVED BY
"ALLIANCE IMAGING COLLECTION"
24" DIAMETER HEAVY
DUTY LeBARON
OR EQUIVALENT
1 ELEV-15.5'
MANHOLE BROUGHT TO
GRATE GRADE WITH BRICKS
OR REINFORCED CONCRETE
GRADING RINGS.
FRAME TO BE SET IN
FULL BED OF MORTAR
PRECAST CONC. LEACHING CHAMBER
TOTAL
VOLUME
= 24.8' x 24.5'
x 3.0-
I -
TO MEET H-20 LOADING
= 1822 c.f.
J l
STONE
VOLUME
= 1822-114
10" CONNECTION S=0.02%
= 1708
N/F
2.0
.:
,�...•,
WILLIAM R. ABBOTT
STONE
VOILDS
= .45 x 1708
& NANCY A. DUBE
` /
•:,.... .: 0
= 768 c.f.
0
ASSESSORS MAP 30
TOTAL
VOLUME
= 768 + 114
•...
PARCEL 186
+�
DEED 12722/60
:.�: • '
= 882 c.f. (OK)
> 828 c.f.
FILTER
PROVIDED
REQUIRED
7)
CRUSHED STONE�•:��o
INDICATES
OTREE
REPTANTED
LOCATION
0 0
S60,
/G S64�n
/6"populor
6"cedar 6928'
20.0'
- N � 3 ceao�
t'
ow 76
15.9
/ If 6) /CONCRETE
BOUND FOUND
BROKEN
4"cedar
6"cedar
4"cedor
�\
6" mo le
/ -Up I xp
relocate to (6) 1 --111 6"cedar
6.1
25. / L \�
/
4" mapIJMIN)
relocate to (5) F}
PROPOSED �� / <
/. r�IjSTi CATCH BASIN
SOIL TESTA // / lt- W RIM = 14.9'
���
APRIL 30, 1997, WITNESSED BY AMY VON HONE
S �F AqT INV. OUT 12.4' � <vr
0-10 A LOAMY SAND 10yr 4/2
10-16 B LOAMY SAND 10yr 6/6 \\ / / 90
y s
16-96 C MEDIUM SAND 10yr 7/6 // // winterberry p 0 <
1 / / bushes pp
96-120 C2 COARSE SAND 10yr 8/3 O // G �i0<"WASHEODED 15.1 l
EXISTING GROUND EL. = 14.9' - FORMERLY 14.3' X O OQ" LIGHTING r 1,
WATER ENCOUNTERED AT 7.7' ELEV. 6.6' NGVD//o h� �\ ,- EXISTING
/ 4 \
USING MIW-23 A::JS?17-N7 C' C. OLANDIN/
ADJUSTED GROUNDWATER ELEVATION 7.3" NGVD/ o 3 3• EXISTING
WALL LIGHT CRAY"_
#1374 SPACE
N F /�� // \ �ry //v 1 STORY EXISTING 1 1/2 STORY CAPE �� p
ACILDE CRUZ O / /CRAWL WITH FULL BASEMENT �,
ASSESSORS MAP 30 SPACE WOOD BUILDING _C' .41
PARCEL 170 O / \ OFFICE SPACE
DEED 12930/153 /� 21.4'± & �� o
\ 2nd FLOOR LIVING SPACE �� ?p
T. 0. C. = 14.7'
/ \ / Ist FLOOR = 15.7'± PORCH 4} <v}
EXISTING
/ ,/ / 18.2'±
/ EXISTING POSTLAMP / 1 STOFY
PARKING STALL / /CRAY
FIRE HYDRANT 10'x18' WITH / NEW SIGN ON GABLE -
/ 1/ } -- OVERHANG / WASHED LIGHTING PROPOSED =
SPAC
TAG BOLT #j111 / /
ELEVATION 16.16
`STREET/SIGNII r YARMOUTH \ \ / \ \
// II BENCHMARK
BOUND FOUND
Y // II SOUTHWEST CORNER --- ___ ---- --- f4
UTILITY �� STOP,,//SIGN BROKEN - -
POLEII � OF CONCRETE STOOP
ELEVATION 15.36' NGVD 1
WATER \
GATE 1 l 1
2 YEWS 42.6'±
LOTS 5&6
NEW SIGN TO BE IN 15,114 ± S. F.
\\ EXISTING SIGN LOCATION 0.35± ACRES 1
\\ \ WASHED LIGHTING \
\\ �pROPOSED
1
PK
OU
NAIL SET ��\\ � `---------__--,_---- 1.
-
f0fz:-
OF of 4.09' e1 TUMIINSOU ,
P
±7033/'934 STAT M MCNT AT zz T
£ N�GHWq y � l' V Ci�N7 f CURBING � � � � - � \ 1.
S � UTILITY
NAIL SET POLE
OWNER: CHRISTIN HAYES
ADDRESS: #{374 MAIN STREET (ROUTE 28)
WEST YARMOUTH, MA 02673
ASSESSORS MAP 30
PARCEL NUMBER 187
DEED REF: 13631/292
PLAN REF: 250/71 - 66/111 - 285/9
ZONING: B2 -BUSINESS
FIRM/FEMA: 250015 0005 D, 7/2/92, ZONE "B"
L
epGeOFP
c � q VEME
AT R
1N/T
zz
N`
Z
1
3
x
(a =
N
<3 a
N �
a
N /F
TOWN OF YARMOUTH
ASSESSORS MAP 30
PARCEL 188.1
NOTE:
X-RAY / SILVER NITRATE RESIDUE
TO BE HANDLED AND REMOVED BY
"ALLIANCE IMAGING COLLECTION"
24" DIAMETER HEAVY
DUTY LeBARON
OR EQUIVALENT
1 ELEV-15.5'
MANHOLE BROUGHT TO
GRATE GRADE WITH BRICKS
OR REINFORCED CONCRETE
GRADING RINGS.
FRAME TO BE SET IN
FULL BED OF MORTAR
PRECAST CONC. LEACHING CHAMBER
I -
TO MEET H-20 LOADING
J l
ELEV=12.0
10" CONNECTION S=0.02%
..
2.0
.:
,�...•,
INLET
_rest
` /
•:,.... .: 0
0
0
0 0
0
•..:e M;
•...
+�
PEASTONE
:.�: • '
FILTER
CRUSHED STONE�•:��o
c
o
0 0
0
`., ~•: �;
•
ELEV 9.0'
1.7' ABOVE ADJ.
GROUNDWATER
ELEV 7.3'
TOTAL LEACHING AREA
BOTTOM = 24.8 x 24.5' = 607 s.f.
SIDES = (24.8' x 3' + 24,5' x 3') x 2 = 294 s.f.
TOTAL LEACHING AREA = 901 s.F.
LeBARON LK 121 CATCH BASIN FRAME
AND GRATE IN PAVED AREAS.
8" 8" SET FRAME IN FULL BED OF MORTAR
FINISHED ROAD GRADE
RIM L=14.91 OR GROUND SURFACE
MORTAR BED
� BRICK LEVELING COURSE AS REQUIRED
2'-0" FOR GRADE ADJUSTMENTS
COONICA
2-6" CONICAL
" C : t 2 COURSES MIN. 5 COURSES MAX.
L ; SQ. OPENING!
INV. OUT 12.4' 10 RCP
PRODE "Y" OPENING
/-GROUT ALL AROUND
• o
cxn MORTAR ALL JOINTS
4-6" GREASE TRAP o
I
1 "CLEAR `r t
MIN. 0.12 SQ. IN. STEEL PER
4'-0"OIA. VERTICAL FOOT, PLACED
ACCORDING TO AASHTO
5"MIN DESIGNATION M199
EL 6
PRECAST CONC. CATCH BASIN
NOT TO SCALE
PREPARED BY:
EAS SURVEY, INC.
141 RTE 6A, PO BOX 1729
SANDWICH, MA 02563
EDWARD A. STONE, PLS. DATE
GRAPHIC SCALE
10 0 5 10 20 40
1 INCH = 10 FEET
REV. JUNE 12; 2001
SITE PLAN
LOCATED AT
374 MAIN STREET (ROUTE 28)
WEST YARMOUTH, MASS
PREPARED FOR
ATLANTIC CHIROPRACTIC
AND ASSOCIATES
DATE: MAY 25, 2001
'
J l
F
/
_rest
` /
' /�'✓�
PREPARED BY:
EAS SURVEY, INC.
141 RTE 6A, PO BOX 1729
SANDWICH, MA 02563
EDWARD A. STONE, PLS. DATE
GRAPHIC SCALE
10 0 5 10 20 40
1 INCH = 10 FEET
REV. JUNE 12; 2001
SITE PLAN
LOCATED AT
374 MAIN STREET (ROUTE 28)
WEST YARMOUTH, MASS
PREPARED FOR
ATLANTIC CHIROPRACTIC
AND ASSOCIATES
DATE: MAY 25, 2001