HomeMy WebLinkAbout83-1641 - Profile PlanSHED
Y j
O
^ O
in
0 2
AND -154,275 Ft 1.25 A�
LAND -� 4,300 Ff 0.10
TOTAL - 58,575 S 135 �,� 1
FND
r
a WETLAND
3� \ C�
1
o AeL O
w
HAND in P r
BORN S \ O
$$ \
Ft Olh ACS �,
r - !
i SFt 1.36 .Cf 150.00' \ /
WETLAN WETLAND \'.
\ \ / N/F
81 Cf
SOUT
DEED
80.00
'7�� / 75 4 EAs HENT gal \ D 4 57 SF .0 C
\ ND - y� 37 SF
v
CFFSE , zi 2419 �, T T. L 31 S 't 36 Ct
A0.24 „ 150.0 �� ` °1 LP1 -' _ �A
\� \�/ �/ 2 -S•q-c E 3
' I/,..<\ .OFFSET/278/
H / P2 RO SED Y�A ES) LIMIT LINE
Lor
N/F M
/ -
UPLAND - 56,8¢-1 SFt 1,30 AC PR 122" WATER MA ,( STH C� j� 77 CR
WETLAND - S 64 SFt 0,93 A S q ROAD \ SOUTF-
�
C ' TOTAL - 2,36,5, S-1. CJ: H A0 ti S rn DEED
i
\ -. _, _�•' % �� 1.75 x p20,
1 �•� H #3 p' '` --�� 1 11 / ERk E i
L=70.01' T 2 �� ry ° So (vTY O/
t_800 oo 32" TH #5 \ 6 \ TH 2
/
2L=zs.s7•_ z `_ S L=as.a ?g
1--21 \�/ CB
\ ` D -SS 1'19'04" �_--61?"�rr
� 19 ` 26.0 R-30.00 1320 FND
28 3 EC STA: 0+05,10 C61 PARS
\ AINUNK FENCE STA: 2+38. OFFSET: 9.00 R
\J a 9 3 ca2.29'S85'i3'50"WOFSEi: 9.0� - APPROX. LOCATION N/F HON
1 C62 a v, 2" GAS UNE 71 CRAN
8" WATER bAIN -- -- c? o rj EAST SIDE OF SOUTH Y
WEST SIDE tF zoQ _ NICKERSON FARM WAY -
LEGEND: '= '
TH #2
n
?
TEST HOLE
O
PROPOSED CATCH E.ASIN
•
PROPOSED LEACH PIT
N N
N
R \
RESERVE LEACH PIT AREA
ELEV -J
28.26
ivrz
EXISTING UTILITY POLE
---
PROPOSED CONTOUR
N
EXISTING CONTOUR
®
PROPOSED SPOT EL 7VATION
+82.56
EXISTING SPOT ELEVATION
,w-
PROPOSED WATER LINE
'tP
PROPOSED WATER GATE
NICKERSON (ARM WAY F DEED BO
/ PARCEL 25 PARCEL 26 APPROX. LO.'ATION GRAVEL PARCEL 29
N F MICHAEL J. KARRAS 4" LOAM AND SEED
N/F DANIEL W. DONOVAN W DRIVE N/F DAVID G. SHERMAN
_E 24 / 18 OLD COLONY WAY
10 OLD COLONY WAY ` SOUTH YARMOUTH, MA 0 o GRA L 8 NICKERSON FARM WAY ALL DISTURBED AREAS (TY'.) o
2664
STOPHER J. DEAN SOUTH YARMOUTH, MA 02664 DEED BOOK 4135 PA 178 DRIVE OK 12118 A 70
)CONY WAY I DEED OK 12118 PAGE 70
nFFn Rnr)v 11R"�a perc 1Aa 3:1 MAX FILL
Rr1An DI AKIy�r*,wr
V' 1& Y {R/ _11.2
2 ♦-16"'71!
SCALE: 1 "=40'
40 0 40 80 120 FEET
NOTE:
HIGH POINT ELEV = 28.01 CENTER OF CUL-DE-SAC
4"LQ;NM & SEED
JOB# 02-128
24
23
ENTRANCE BASINS 22
CBI STA: 0+05.10
OFFSET: 9.00 R 21
RIM ELEV. 25.7
I*^J. C!,T EL 22.7 20
C62 STA: 2+38.27
OFFSET: 9.00 R
RIM ELEV. 25.7
INV. IN 22.5
INV. OUT 22.4
DATUM ELEV
75 00
EXISTING
CENTERLINE
GRADES �` N
PROPOSED
-
-
n
- - -P
I STA =
+19.82
W U
a.
WN
o.
N
N N
N
N
omo
ELEV -J
28.26
ivrz
r
r
b
N
N
M U
N
A.D. _ -4.00
b
N
24„
OVI
'-lo
low
V,
ri-wz�W 15
K = 1 T.50
.vizaw
�zWz>Q.�i
Azx3
AzX
azX~c
O W W 5
o"
o"
0"
-
50.0'
IIVC
_
A
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
NG RIGHT
SIDELINE
12"
A LOAM
SECTION A -A
SANDY
LOAM
VERTICAL DATUM IS NGVD29 ASSUMED FROM QUAD MAP
B
r
16"
B
5"
�
5
4" LOAM AND SEED ROAD SHOULDERS AND ALL DISTURBED AREAS.
b
z
1
LOAMY
OSED CEN
ERLINE
FRAME AND CRATE
+
SAND
v
+
N
t6„
LOAM
PERC RATE'
36"
9.
0
40' ROW
C1
PERC
RATE
PERC
NG LEFT
SIDELINE
LOAMY
<2 MIN/IN
C1
<2 MIN/IN
SAN D
H-20
EL^�w
12"0 H-20 CPP
96"
1000 GALLON PRECAST
4" SECTIONAL
NG CENTE
LINE
bott. at 5'
'
-
C2
9.00 R
C1
i
AT 0.0%
C1
ELEV. 25.7
22
SANDY
MED.
MED.
MED.
I
--
SAP'D
SA -10
g
110"
0
SAND
TRACE
C1
;I
STRATIFIED
CPREICAST
LGRAVEL
'
C3
21
SAND &
I
I
SILT
MED
GRAVEL
IW/COBBLES
ACMFE
=
Se`;D
W/COBBLES
20
26 OF
T2-0
-
120"
1
126"
11_Z�_OF
NO GROUNDWATER FOUND
H-20
PP
WITH THE HEALTH DEPT.
BEST HOLE LOGS
12"m
H-20 CP
2.SY 7/4
_
_ l
W/COBBL
LP2
1.
I
q
SiF_ 1
08.35
16.0
I
FI\N1{m..... N,1,1111,1,
1, 1............151"V..... Ntl 11NtlNWlo„e9q,vu1nuuuMm......,P910,"r119r11VV1111,9N......11011q.^
1..,No,an,voovx u,nuxnm,"w .n,nPnala
•.
RIM EL
30.0t
135"
16.3
6" STONE U ODER
WASHED STONE
6" STONE U
132
P1-1NV-1N
16.0
No GROUNDWATER FOUND
STA:
1+2`.I
4'MIN. AROUND
PRECAST
TEST
HOLE
LOGS
OFFSET
-27 24-
II
I
I
I
N
0±
NOTE:
SHOULD
-
CONSTRUCTION DIFFFER FROM
RIKA
ELEV. 30
__
INV'S
EL. 21.
i
i__
I
<
Ln
00 bN
N00
N(p
rn
u! Nf9
Nh
� NCO
N
N
N 10
N
N
N
CENTERLINE 0+00
GRADES
EXIST. LEFT--__'
SIDELINE GRADES N
EXIST. RIGHT ---
SIDELINE
GRADES
1+00
2+00
Cq
a b
n
m
1.
a
W U
a.
WN
o.
N
N N
N
N
omo
0m=
m
ivrz
r
r
b
N
N
M U
N
b
N
b
N
_ROAD PROFILE VIEW
HORIZONTAL SCALE: 1 " = 40' VERTICAL SCALE: 1 " = 4'
OVER 12"
PROCESSED GRAVEL
ut yr In
J J J
a a a
a a a 24"0 H-20 FRAME & COVERS TO GRADE (TYP,)
a a o
do do do
JJ JJ JJ
W= W= W=
\OU \QpU \OU
Q o MSU � o
WQ wa wQ
*=..WZF HWZa FWZQ
ow(w AwCCwSS Aww
a
vi
a
1.
a
W U
a.
WN
o.
W UI
Q. X
402
< z
acz
omo
0m=
m
ivrz
- i(7n
a
iv_+z
Jp
�p
O W'p
f -\QW
N\Qw�
too
b
24„
OVI
'-lo
low
V,
ri-wz�W 15
23.8
.vizaw
�zWz>Q.�i
Azx3
AzX
azX~c
O W W 5
o"
o"
0"
-
FILL
INV. OUT 22.4.
A
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
41/2
r
12"
A LOAM
SECTION A -A
SANDY
LOAM
VERTICAL DATUM IS NGVD29 ASSUMED FROM QUAD MAP
B
r
16"
B
5"
B
5
4" LOAM AND SEED ROAD SHOULDERS AND ALL DISTURBED AREAS.
LOAMY
z
21.8
LOAMY
6.
SANDY
FRAME AND CRATE
7.
SAND
36"
SAND
t6„
LOAM
PERC RATE'
36"
9.
WATER DEPARTMENT APPROVAL REQUIRED PRIOR TO ANY CONSTRUCTION.
40' ROW
C1
PERC
RATE
PERC
RATE
LOAMY
<2 MIN/IN
C1
<2 MIN/IN
SAN D
H-20
EL^�w
12"0 H-20 CPP
96"
1000 GALLON PRECAST
4" SECTIONAL
PLATETYP,
( )
bott. at 5'
CATCH BASIN CB2
-
C2
9.00 R
C1
(TYP,) STA: 2+38.27
AT 0.0%
C1
ELEV. 25.7
22
SANDY
MED.
MED.
MED.
25.7
LOAM
SAP'D
SA -10
g
110"
SAND
TRACE
C1
;I
STRATIFIED
CPREICAST
LGRAVEL
'
C3
21
SAND &
I
I
SILT
MED
GRAVEL
IW/COBBLES
ACMFE
=
Se`;D
W/COBBLES
20
LOAMY
132"
-
120"
1
126"
OR EQUAL
NO GROUNDWATER FOUND
NOTE: GROUNDWATER FOUND AT EL 6.0 TH5,
SEE LOGS ON FILE
WITH THE HEALTH DEPT.
BEST HOLE LOGS
OVER 12"
PROCESSED GRAVEL
ut yr In
J J J
a a a
a a a 24"0 H-20 FRAME & COVERS TO GRADE (TYP,)
a a o
do do do
JJ JJ JJ
W= W= W=
\OU \QpU \OU
Q o MSU � o
WQ wa wQ
*=..WZF HWZa FWZQ
ow(w AwCCwSS Aww
2'-10"
TYPICAL ACCESS COVER
SCALE: 3/4" - 1'-0"
4 1/2"
26"
MANVF, LeBARON, BROCKTON, MA
MODEL: LK 110
WEIGHT: 475 LBS
/8" t
24 1/4" --
FILL
I
'
r �A'
� I
't I
1 N � I
�I
1.
THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
WITHOUT CURB INLET
SANDY.
LOAM
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
3/4"
2a"
0 c�oa�oo��a�EI
0 0 0 0 [�
❑D❑a❑o❑o❑o❑
❑D❑O❑O❑T❑olrl
D EH-Io� E1111
❑o❑0❑o❑o❑o❑
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
I
(TYP.) INV. IN
22.5
_
1 1 /4"
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
24„
2'-10"
TYPICAL ACCESS COVER
SCALE: 3/4" - 1'-0"
4 1/2"
26"
MANVF, LeBARON, BROCKTON, MA
MODEL: LK 110
WEIGHT: 475 LBS
/8" t
L '--- 30" MIN NON -FROST SUSCEPTIBLE MATERIAL
(<10% BY WEIGHT PASSING #200 SIEVE)
y
O GAS COMPACT SUB GRADE
NOTE: PROCESSED GRAVEL TO BE PLACED IN (2) 6" LIFTS,
AND COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY
THE MODIFIED PROCTOR TEST (ASTM D-1557 METHOD 0)
6'-0" WATER TYPICAL SECTION THRU PAV''
NOT TO SCALE
24"0 H-20 FRAME & COVERS TO GRADE
MORTAR ALL COMPONENTS \
(TYP-)
PRECAST H-20 RISERS
24" I.D. AS REQ. (TYP,)
CAPE COD kERM 12" * 3"
30 0 24.0 0" 27.0 0" 27.5 4" MIN. PEASTONE 23 8
A A AND FILTER FABRIC
29 SANDY SANDY MIRAFI 140NS OR EQUAL 12"m 11H22' CPP
28 LOAM LOAM OVER ALL STONE 2OOF
s., AT 0.5%
27
NOTES:
FILL
FOURTH FLANGE AT BASINS
1.
THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
WITHOUT CURB INLET
SANDY.
LOAM
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
3/4"
2a"
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
AS REQ.
(TYP.) INV. IN
22.5
26
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
24„
20"
INV. OUT EL 22.7
MORTAR (TYP,)
23.8
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2.
ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
-
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGS.
INV. OUT 22.4.
8"
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
41/2
12"0 H-20 HDPE PIPE
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
SECTION A -A
3.
VERTICAL DATUM IS NGVD29 ASSUMED FROM QUAD MAP
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 UNLESS NOTED.
MINIMUM FRAME WEIGHT: 3 -FLANGE - 265 LBS.
COMPACT AROUND PIPE
4 -FLANGE - 295 LBS.
5
4" LOAM AND SEED ROAD SHOULDERS AND ALL DISTURBED AREAS.
MINIMUM GRATE WEIGHT: 215 LESS.
z
21.8
PASS AREA: 255 .SO. IN.
6.
PLACE FILTER FABRIC BETWEEN FRAME AND GRATE UNTIL ROAD PAVED.
FRAME AND CRATE
7.
COORDINATE
8.
SPECTIONS REQUIRED PER YARMOUTH SUBDIVISION REGULATIONS.
INSPECTIONS
ll Ill
1 1 - 0
CATCH BASIN
PERC RATE'
9.
WATER DEPARTMENT APPROVAL REQUIRED PRIOR TO ANY CONSTRUCTION.
40' ROW
COMPACT ALL BACKFILL
26' OF
2:1 MAX. CUT
L '--- 30" MIN NON -FROST SUSCEPTIBLE MATERIAL
(<10% BY WEIGHT PASSING #200 SIEVE)
y
O GAS COMPACT SUB GRADE
NOTE: PROCESSED GRAVEL TO BE PLACED IN (2) 6" LIFTS,
AND COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY
THE MODIFIED PROCTOR TEST (ASTM D-1557 METHOD 0)
6'-0" WATER TYPICAL SECTION THRU PAV''
NOT TO SCALE
24"0 H-20 FRAME & COVERS TO GRADE
MORTAR ALL COMPONENTS \
(TYP-)
PRECAST H-20 RISERS
24" I.D. AS REQ. (TYP,)
CAPE COD kERM 12" * 3"
30 0 24.0 0" 27.0 0" 27.5 4" MIN. PEASTONE 23 8
A A AND FILTER FABRIC
29 SANDY SANDY MIRAFI 140NS OR EQUAL 12"m 11H22' CPP
28 LOAM LOAM OVER ALL STONE 2OOF
s., AT 0.5%
27
1N
OF
���LIlgr., �VTN L M
AME K oe� AT VE °4s�
s i` oJAu►
8 k CIVI
�oF �E6 0 &o ,
s�o
. OJALA PIS, P ;.i'r'f DATE
6'-8"XC0 121.8
H-20
1000 GAL.
LEACHPIT
6'-0"
ELEC., TEL, CATV. CONDUIT
22' NORMAL
18.0'
ORTAR ALL COMPONENTSH-20 F&G'S .
EL. 25.7
(TYP.)
2% CROWN
SEE PAVEMENT SECTION
" •
FILL
SA D
LOAM
SANDY.
LOAM
_
AS REQ.
(TYP.) INV. IN
22.5
26
24„
20"
INV. OUT EL 22.7
MORTAR (TYP,)
23.8
25
INV. OUT 22.4.
DOLES
12"0 H-20 HDPE PIPE
COMPACT AROUND PIPE
H-20 DEEP SUMP
z
21.8
:1000
GALLON PRECAS
24
CATCH BASIN
PERC RATE'
C.B. 1RAP
1
6-8"X6'1G
COMPACT ALL BACKFILL
26' OF
23
IN 6" LIFTS (95% PRCTR.)
C1
<2 MIN/IN
H-20
EL^�w
12"0 H-20 CPP
1000 GALLON PRECAST
4" SECTIONAL
PLATETYP,
( )
bott. at 5'
CATCH BASIN CB2
-
: 0
STA: 0+05.10
OFFSET:
9.00 R
(TYP,) STA: 2+38.27
AT 0.0%
RIM
ELEV. 25.7
22
72'
18.0
MED.
RIM ELEV.
25.7
1000 GAL
g
SAND
TRACE
C1
;I
CPREICAST
'
21
C1
I
SILT
MEC.
t
C.
ACMFE
=
20
LOAMY
-
2.5Y 6/6
SAND'.
OR EQUAL
SAND
10% GRA
L
2.SY 7/4
'
W/COBBL
1.
96"
16.0
FI\N1{m..... N,1,1111,1,
1, 1............151"V..... Ntl 11NtlNWlo„e9q,vu1nuuuMm......,P910,"r119r11VV1111,9N......11011q.^
1..,No,an,voovx u,nuxnm,"w .n,nPnala
3/4" - 1
1/2"
135"
16.3
6" STONE U ODER
WASHED STONE
6" STONE U
132
16.0
No GROUNDWATER FOUND
4'MIN. AROUND
PRECAST
TEST
HOLE
LOGS
w
NOTE:
SHOULD
SOILS ENCOUNTERED DURING
CONSTRUCTION DIFFFER FROM
THAT WHICH
WAS
ASSUMED FRDM DESIGN, ADDITIONAL LEACHING
,
MAY BE, REQUIRED.
1N
OF
���LIlgr., �VTN L M
AME K oe� AT VE °4s�
s i` oJAu►
8 k CIVI
�oF �E6 0 &o ,
s�o
. OJALA PIS, P ;.i'r'f DATE
6'-8"XC0 121.8
H-20
1000 GAL.
LEACHPIT
6'-0"
ELEC., TEL, CATV. CONDUIT
22' NORMAL
18.0'
ORTAR ALL COMPONENTSH-20 F&G'S .
EL. 25.7
(TYP.)
2% CROWN
SEE PAVEMENT SECTION
ION THRU DRAINAGE
1 t off. 506-362-4541
fax 508-362-9880
down cape engineering, inc.
CIVIL s"'NGINEERS
LAND SURVEYORS
939 main st. yarmouthport, ma 02675
NOT TO SCALE
YARMOUTH # 2251 I
PROFILE PLAN
TO ACCOMPANY
DEFINITIVE SUBDIVISION PLAN
OF LAND IN SOUTH YARMOUTH, MA
OFF NORTH DENNIS ROAD & NICKERSON FARM WAY
PREPARED FOR
T. VARNUM PHILBROOK and KELLEY C. PHILBROOK
SCALE: AS NOTED DATE: 5-29-03
REVISED: 7-14-03 DRAIN ESMT.
" •
I
ADJ. BU
MORTAR
AS REQ.
(TYP.) INV. IN
22.5
INV. OUT EL 22.7
MORTAR (TYP,)
RILL (2) 1,
((TYP.)
INV. OUT 22.4.
DOLES
12"0 H-20 HDPE PIPE
COMPACT AROUND PIPE
H-20 DEEP SUMP
z
CIL
:1000
GALLON PRECAS
CATCH BASIN
C.B. 1RAP
1
COMPACT ALL BACKFILL
ACME OR EQUAL
12"0 CPP
IN 6" LIFTS (95% PRCTR.)
EL^�w
H-20 DEEP SUMP
1000 GALLON PRECAST
4" SECTIONAL
PLATETYP,
( )
CATCH BASIN CB2
: 0
STA: 0+05.10
OFFSET:
9.00 R
(TYP,) STA: 2+38.27
RIM
ELEV. 25.7
OFFSET: 9.00 R
RIM ELEV.
25.7
ION THRU DRAINAGE
1 t off. 506-362-4541
fax 508-362-9880
down cape engineering, inc.
CIVIL s"'NGINEERS
LAND SURVEYORS
939 main st. yarmouthport, ma 02675
NOT TO SCALE
YARMOUTH # 2251 I
PROFILE PLAN
TO ACCOMPANY
DEFINITIVE SUBDIVISION PLAN
OF LAND IN SOUTH YARMOUTH, MA
OFF NORTH DENNIS ROAD & NICKERSON FARM WAY
PREPARED FOR
T. VARNUM PHILBROOK and KELLEY C. PHILBROOK
SCALE: AS NOTED DATE: 5-29-03
REVISED: 7-14-03 DRAIN ESMT.