HomeMy WebLinkAbout83-18091
n/f LAWRENCE PERERA 1
MAP 122 LOT 69 1
Nol
1
11
o.\0
a
fl
PROPOSED
CATCH BASIN z1
RIM: 27.00 0
INV. OUT: 24.00
4' I.D. V SUMP
ELBOW ON PIPE
1
PROPOSED
SILT BARRIER &
LIMIT 10FWORK +23.BVWNv /PROgOSED
HC, 'VAN'
VAN'
f AKKINt,
O , ✓ / / / / SIGN
Pw
/PROPOSED
BIT. )CONC.
PAVEMEf�T
/ BE
Is7%O .82/ /20'X8
ACEESSI�LE
�R1C4 /ISLE
/' PROPOSED
/DA WHEEL
qAC,QEt BLE, CH
ADMJJP t .1
ry
26.02 2
71 .03
2a i
/+?/5 53//
+29
IV CO
n/f VALERIE BUTLER
MAP 122 LOT 63
PROPOSED
ROCK WALL
r3' REVEAL MAX.
I 1��
PROPOSED
1,000 GAL
LEACH PIT
RIM: 28.00
INV. IN: 23.54
H-20 CONC. COVER
TO WITHIN 6" F.G.
6' •�0. 28. -7
�eQ 1 2 s7
8.88
8p 51 . "•'/'
28.4 I
22 RD
�O pGGF' p.76 1
29.00 28.. 13
a ® 7.36
1
50
YARMOUTHPORT
NEW CHURCH
PRESERVATION
FOUNDATION
BUILDING
FFLR. EL=29.00
II
SHED cl,
27.5'2
I I
7.35 31
\+F 3.80 11 \ 2C) /
+29.-A6 \S\ \7 1 \ 9
�\ \ \ \ \ f SIGN
\\ \ \� r*3 65
``1}34.18 \\ 35--
i \
2 \\ \ \ 34
i
RESIDENCE
1\'433/ ,1
f[]
DCE# 07-098
.93
PROPOSED
GRAVEL DRIVE
N
Q
�o
n . 3
1 l
32 30.78
\X4-64 \�A
62 \\ \\
PROPOSED
TREE ISLAND
PROPOSED
8'X20' HCP
SPACE
PROPOSED
�z HCP STRIPING
30.77
F 4.02
52
12" X 3" CAPE COD
BERM
1.5
2' DIA. MIN. ROCK
i7
2" BINDER, 1" TOP
M'VPW I'i
6"REPROC. ASPH. BASE
F
NOT TO SCALE
IOTE: GRAVEL SECTION IS 6"REPROC. ASPH. BASE WITH 1" OF 3/4" NATIVE STONE OVER.
ADA ACCESSIBLE RAMP LOCUS MAP
PER 521 CMR 24.00
MAX. SLOPE: 1:12 (8.33%)
MAX. LENGTH BETWEEN LANDINGS: 30'
TWO SETS OF HANDRAILS:
LOWER RAILS — 18"-20" ABOVE RAMP
UPPER RAILS — 34"-38" ABOVE RAMP
MIN. WIDTH BETWEEN HAND RAILS: 4'
HAND RAILS SHALL CONTINUE 1' PAST RAMP.
5'X5' CLEAR AREA AT CHANGE OF DIRECTION.
MAX, CROSS SLOPE 2%
n/f CHARLES & VICTORIA
PATRICOLA
MAP 122 LOT 64
34.01
43448 1
\ �3n
\ 34.81
36.55
Scale:1 "= 20
0 10 20 30 40 50 FEET
YARMOUTH ASSESSOR'S MAP 122 PCL. 62
LOCUS IS IN F.E.M.A. ZONE C
REFERENCES
REFERENCE: DB 480 PG 564
YARMOUTH ASSESSOR'S MAP 122 PCL. 62
REFERENCE: PB 92 PG 41
OWNER OF RECORD
YARMOUTH NEW CHURCH PRESERVATION FOUNDATION, INC.
PO BOX 237, YARMOUTHPORT, MA 02675
ADDRESS: #266 MAIN STREET, YARMOUTHPORT, MA 02675
SITE PLAN
YARMOUTH NEW CHURCH
PRESERVATION FOUNDATION, INC.I
#266 MAIN STREET
YARMOUTHPORT, MA
SCALE: 1 " = 20' DATE: 9-6-07
-21-CLO-7
DATE
UANIEL A. OJALA, F'.L.S., P.E.
off 508-362-4541
fax 508 362-9880
down cape engineering, in c.
CIVIL ENGINEERS
LAND SURVEYORS
939 Main Street — YARMOUTHPORT, MASS.
07-098 HCP SITE.DWG
n/f LAWRENCE PERERA
MAP 122 LOT 69 l
C
1
11
o,\
o�
N�
1 n/f VALERIE BUTLER
1 MAP 122 LOT 63
PROPOSED 4
CATCH BASIN zl PROPOSED
RIM: 27.00 o ROCK WALL
INV. OUT: 24.00 3' REVEAL MAX.
4' I.D. 4' SUMP
ELBOW ON PIPE
a
rn
4 PROPOSED 1
o SILT BARRIER &
LIMIT OF WORK +23.
BVW 10
O9 00 / 991 SO 5•I
N N %
VAKK'/
/ INIi SIGN v
PROPOS
/30 06 SIT. CONE
/
//////
///// / // PAVEMEIJLT
.82/ /20'X8' /
tpo' AC SSI
AA//� PROPOS 2
4\0 //ACCESSIBLE- RAMP e Pte/
ry
26.02 /
53
+29,6//
/ J /
SHED
27.52
27.35 *�
+29'94
7
I
�,� 28.4
///
I
.76 1
m
929.00 28 3
.36
YARMOUTHPORT
NEW CHURCH
PRESERVATION
FOUNDATION
BUILDING
FFLR. EL=29.00
II
36.2'5
� I
/ \
\ 31 I
O I
9
/\ 0.6 V0 1 `\ SIGN
*3 65
�
\\4.18 \\ 35 --
46
.51.52 �� \ 34
RESIDENCE
V
32 ,; �� hrS-a '-;6'193
IU
DCE# 07-098
PROPOSED
1,000 GAL
LEACH PIT
RIM: 28.00
INV. IN: 23.54
H-20 CONC. COVER
TO WITHIN 6" F.G.
PROPOSED 1
GRAVEL DRIVE
88
PROPOSED
TREE ISLAND
PROPOSED
8'X20' HCP
32 SPACE
N
O
o_
PROPOSED
�z HCP STRIPING
12" X 3" CAPE COD BERM
1.5 \
2' DIA. MIN. ROCK xa
2" BINDER, 1" TOP
M'D?w T -L
6"REPROC. ASPH. BASE
TER FABRIC
NOT TO SCALE
NOTE: GRAVEL SECTION IS 6"REPROC. ASPH. BASE WITH 1" OF 3/4" NATIVE STONE OVER.
ADA ACCESSIBLE RAMP LOCUS MAP
PER 521 CMR 24.00 YARMOUTH ASSESSOR'S MAP 122 PCL. 62
MAX. SLOPE: 1:12 (8.33%)
MAX. LENGTH BETWEEN LANDINGS: 30' LOCUS IS IN F.E.M.A. ZONE C
TWO SETS OF HANDRAILS:
LOWER RAILS — 18"-20" ABOVE RAMP REFERENCES
UPPER RAILS — 34"-38" ABOVE RAMP
MIN. WIDTH BETWEEN HAND RAILS: 4' REFERENCE: DB 480 PG 564
HAND RAILS SHALL CONTINUE 1' PAST RAMP. YARMOUTH ASSESSOR'S MAP 122 PCL. 62
5'X5' CLEAR AREA AT CHANGE OF DIRECTION. REFERENCE: PB 92 PG 41
MAX, CROSS SLOPE 2%
n/f CHARLES & VICTORIA
77 PATRICOLA
MAP 122 LOT 64
Scale:1 "= 20
emmmmi
0 10 20 30 40 50 FEET
OWNER OF RECORD
YARMOUTH NEW CHURCH PRESERVATION FOUNDATION, INC.
PO BOX 237, YARMOUTHPORT, MA 02675
ADDRESS: #266 MAIN STREET, YARMOUTHPORT, MA 02675
SITE PLAN
YARMOUTH NEW CHURCH
PRESERVATION FOUNDATION, INC.I
#266 MAIN STREET
YARMOUTHPORT, MA
SCALE: 1 " = 20' DATE: 9-6-07
Op w off 508-362-4541
k S MAgs'gC ��`SH OF MgSSgC fox 508 362-9880
02 DANIELA yG",'i DANIEL y�N
A.
CIVIL OJALA N down cape engineering, inc.
4 No. 45502 , No. 40980
"GIST°4q FE s eP CIVIL ENGINEERS
Fs I NAL E `N� Vi'� LAND SURVEYORS
939 Main Street — YARMOUTHPORT, MASS.
DATE DANIEL A. OJALA, P.L.S., P.E.
07-098 HCP SITE.DWG
S0.3D
A 1 �
fi 1 O
`
67
30.781
+ 2.2$ 32.52
�
3.4 4 \\\
l
Scale:1 "= 20
emmmmi
0 10 20 30 40 50 FEET
OWNER OF RECORD
YARMOUTH NEW CHURCH PRESERVATION FOUNDATION, INC.
PO BOX 237, YARMOUTHPORT, MA 02675
ADDRESS: #266 MAIN STREET, YARMOUTHPORT, MA 02675
SITE PLAN
YARMOUTH NEW CHURCH
PRESERVATION FOUNDATION, INC.I
#266 MAIN STREET
YARMOUTHPORT, MA
SCALE: 1 " = 20' DATE: 9-6-07
Op w off 508-362-4541
k S MAgs'gC ��`SH OF MgSSgC fox 508 362-9880
02 DANIELA yG",'i DANIEL y�N
A.
CIVIL OJALA N down cape engineering, inc.
4 No. 45502 , No. 40980
"GIST°4q FE s eP CIVIL ENGINEERS
Fs I NAL E `N� Vi'� LAND SURVEYORS
939 Main Street — YARMOUTHPORT, MASS.
DATE DANIEL A. OJALA, P.L.S., P.E.
07-098 HCP SITE.DWG