HomeMy WebLinkAbout2936C Definitive Subdivision 117 SP Plan Set 101922YARMOUTH,
MA
OWNER INFORMATION: �a S�16P1
� Maur
ROMAN CATHOLIC BISHOP OF FALL RIVER
P°m ano Rd
C/O ST. PIUS X PARISH Ba0�ac\e R a
P�
450 HIGHLAND AVENUE
FALL RIVER, MA 02720
APPLICANT INFORMATION:
THE DAVENPORT COMPANIES
20 MAIN STREET
SOUTH YARMOUTH, MA 02664
J,M,. O'REILLY & AssOCIATES, INC.
Professional Engineering & Land Surveying Services
1573 Main Street — Route 6A
P.O. Box 1773
(508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax
DEFINITIVE SITE PLAN SET
5�
53 LOCUS'
0/
cy °a
cll�to
h �r
0
KEY MAP
NOT TO SCALE
MIRACLE WAY - FAITH ROAD SUBDIVISION
ASSESSORS' ID: 125/39
YARMOUTH, MASSACHUSETTS
PREPARED FOR
THE DAVENPORT COMPANIES
DRAWING INDEX
SHEET NO. SHEETTITLE
CO COVER SHEET
C1 EXISTING CONDITIONS PLAN
C2 SITE LAYOUT PLAN
C3 ROAD/UTILITY PLAN & PROFILE
C4 GRADING & DRAINAGE PLAN
C5 DETAILS & NOTES
C6 CURB CUT PLAN
C7 STORMWATER CONTRIBUTORY AREA PLAN
C8 VEHICULAR TRAVEL PLAN
C9 LANDSCAPE PLAN
LAST REVISION DATE
10.19.2022
10.19.2022
10.19.2022
10.19.2022
10.19.2022
10.19.2022
10.19.2022
10.19.2022
10.19.2022
10.19.2022
C10 WATERSHED DELINEATION PLAN
#2936C
10.19.2022
G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A-YARMOUTHPORT\DWG\Definitive Site Plans.dwg
SO L TEST LOGS:
TEST HOLE 7: EL=35.9±
TEST HOLE 9: EL=50.2±
TEST HOLE 13: EL=42.0±
\/A nn A/ll ITI 1
MA
TEST HOLE 1: EL=37.8±
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
0-8
A
Fine Loamy Sand
10YR3 1
NONE
8-24
B
Fine SandV Loam
10YR7 4
NONE
24-75
C1
Fine Sand
10YR7 8
NONE
75-162
C2
I Medium Sand
10YR6 8
I NONE
5% Cobbles
TEST HOLE 2: EL=40.2±
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
0-8
A
Fine Loamy Sand
10YR3 1
NONE
8-29
B
Fine Sandy Loam
10YR7 4
NONE
29-121
C1
I Fine Sand
I 10YR6 6
I NONE
121-144
C2
I Coarse Sand
5YR6 8
I NONE
TEST HOLE 3: EL=58.0±
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
0-9
A
Fine Loamy Sand
10YR3 1
NONE
9-29
B
Fine Loamy Sand
10YR7 4
NONE
29-128
C1
Coarse Sand
10YR6 6
NONE
10% Cobbles
TEST HOLE 4: EL=58.1±
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
0-8
A
Fine Loamy Sand
10YR3 1
NONE
8-25
B
Fine Loamy Sand
10YR7 6
NONE
25-58
C1
Coarse Sand
10YR6 6
NONE
10% Cobbles
58-120
C2
Coarse Sand
10YR7 4
NONE
TEST HOLE 5: EL=47.8±
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
0-10
A
Fine Loamy Sand
10YR3 1
NONE
10-18
B
Fine Loamy Sand
10YR7 4
NONE
18-122
C1
I Coarse Sand
I 10YR6 6
I NONE
TEST HOLE 6: EL=62.8±
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
0-8
A
Fine LoarnV Sand
10YR3 1
NONE
8-26
B
Fine Loamy Sand
10YR7 4
NONE
26-65
C1
Coarse Sand
10YR6 6
NONE
10% Cobbles
65-115
C2
Fine Sand
10YR7 3
NONE
115-133
C3
Coarse Sand
10YR6 6
NONE
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
0-6
A
Fine Loamy Sand
10YR3 1
NONE
6-24
B
Fine Loamy Sand
10YR5 8
NONE
24-47
C1
Loamy Sand
10YR6 8
I NONE
15% COBBLES
47-162*
C2
Med-Crs Sand
10YR6 8
I NONE
15% COBBLES
*PERCHED GW @ 156", EL=22.9±
TEST HOLE 8: EL=28.1±
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
0-6
A
Fine Loamy Sand
10YR3 1
NONE
6-27
B
Fine Loamy Sand
10YR7 4
NONE
27-96
C1
Coarse Sand
I 10YR6 6
I NONE
10% COBBLES
*PERCHED GW @ 84", EL=21.1±
DATE OF TESTING: 5/28/2020 (TEST HOLES 1-8)
WITNESSED BY: ROBERT REEDY, J.M. O'REILLY & ASSOCIATES, INC.
GROUNDWATER ENCOUNTERED @ 156", EL=22.9± IN TEST HOLE #7
/ a ?
p
_
p2
Back of Berm (— — —� (40' Wide- S
,YpO�u
o,�e
PO
QUO/
A
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
0-8
A
Fine Loamy Sand
10YR3 2
NONE
8-28
B
Loamy Sand
10YR6 8
NONE
28-120*
C1
Med- Crs Sand
10YR7 6
NONE
*PERC @ 40"; DRY IN 4:37 MINUTES
TEST HOLE 10: EL=64.1±
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
0-7
A
Fine Loamy Sand
10YR3 2
NONE
7-14
B
Loamy Sand
10YR6 8
NONE
14-42
C1
Fine Sand
10YR7 8
NONE
42-120*
C2
Med- Crs Sand
10YR7 6
NONE
*PERC @ 24"; DRY IN 13:00 MINUTES
TEST HOLE 11: EL=37.8±
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
0-7
A
Fine Loamy Sand
10YR3 2
NONE
7-14
B
Loamy Sand
10YR6 8
NONE
14-42
C1
I Fine Sand
I 10YR7 8
I NONE
42-120*
C2
I Med- Crs Sand
I 10YR7 6
I NONE
*PERC @ 29"; DRY IN 12:51 MINUTES
TEST HOLE 12: EL=28.4±
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
0-7
A
Fine Loamy Sand
10YR3 2
NONE
7-14
B
LoamV Sand
10YR6 8
NONE
14-42
C1
Fine Sand
10YR7 8
NONE
42-120*
C2
Med- Crs Sand
10YR7 6
NONE
*PERC @ 41"; DRY IN 12:01 MINUTES
Top of Mass Highway Bound
Mass. Coord. System:
N: 2720847.75
E: 1006864.30
NAVD88 Datum:
E L=53.4±
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
0-7
A
Fine Loamy Sand
10YR3 2
NONE
7-14
B
Loamy Sand
10YR6 8
NONE
14-42
C1
Fine Sand
10YR7 8
NONE
42-120*
C2
Med- Crs Sand
10YR7 6
NONE
*PERC @ 31"; DRY IN 7:30 MINUTES
TEST HOLE 14: EL=48.2±
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
0-7
A
Fine Loamy Sand
10YR3 2
NONE
7-14
B
Loamy Sand
10YR6 8
NONE
14-42
C1
Fine Sand
10YR7 8
I NONE
42-120*
1 C2
Med- Crs Sand
10YR7 6
I NONE
*PERC @ 38"; TIMED: 9"-6" IN 6:40 MINUTES, 2:13 MIN/IN
TEST HOLE 15: EL=54.2±
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
0-7
A
Fine Loamy Sand
10YR3 2
NONE
7-14
B
LoamV Sand
10YR6 8
NONE
14-42
C1
Fine Sand
10YR7 8
NONE
42-120*
C2
Med- Crs Sand
10YR7 6
NONE
*PERC @ 37"; DRY IN 4:15 MINUTES
DATE OF TESTING: 8/26/2022 (TEST HOLES 9-15)
PERCOLATION RATE: LESS THAN 5 MIN/INCH IN'C1' &'C2' LAYERS.
WITNESSED BY: ROBERT REEDY, P.E., J.M. O'REILLY & ASSOCIATES, INC.
AMANDA LIMA, P.E., YARMOUTH E-
NO GROUNDWATER ENCOUNTERED
NOT TO SCALE
PLAN BOOK 326 PAGE 22
ROUTE 6A 1895 S.H.L.O PLAN, SHEET 8
DEED BOOK 2776 PAGE 322
ASSESSORS' MAP 125 PARCEL 39
LEGEND
— — 32
EXISTING CONTOUR
32
PROPOSED CONTOUR
X12.34
EXISTING SPOT GRADE
24x5
PROPOSED SPOT GRADE
— W—
WATER SERVICE LINE
—E—
UNDERGROUND ELECTRIC SERVICE
TP
TEST HOLE / BORING LOCATION
ST
SEPTIC TANK
DB
DISTRIBUTION BOX
SAS
SOIL ABSORPTION SYSTEM
Reserve
RESERVED FOR FUTURE
cob
UTILITY POLE
®
CATCH BASIN
`Cr
FIRE HYDRANT
DRAINAGE MANHOLE
_ ,5, Back of Berm Q�'a ■ CONCRETE BOUND, FOUND
LIMIT OF WORK
D (CLTO CL) Paved —x—x—
..-40 .09'TOHOCKANO --—�-------- � Drive FENCE
' — — s----GUARDRAILS
Highway) — ?, EDGE OF CLEARING
1
��_. /FIND _��
Ed e of Pavement — — — �> '— �_ TO
�30.06,
OUTWARD REACH (C( TOPavemen—
aved
/ t Puiio f{
TP1 / / / / // / / / / / / / / 60 a s _-------
ri s
C LbT2
AREA = 666,Q7 SF±
62
r\
-
I
TP4 A
Bo Ider / / / / \ \ \ / eo
\ 1 l
32 TP15
iP8 \ \ \ III - to
TP12
TP7o/
B Ider — I
f
pQ \ \ ✓ / / / / \/ ~ �TP13 ,/ / / / / / / / / / sp \ I 1 1 I I I O/ \ I / I I
So
/ TP6 \ \ \ \
—�-- W W �
W
W—
\
— I
— — —w-�W o
W62
W" TOW 60
W N OF yARMO
—
W� �f,�TH WATER EASEMENT
� ELECTRICAL EASEMENT
1so' WIDE 1?o
_ /`
� r � ' — e ated Wetland �
/ d� (Per a ofG6 DF? Wetlands Layers `
All,
10
—
Y
00
�G
c�
200.21'
0 50 100 150
SCALE 1" = 50'
AG -
EILEEN STREET
48 (40' Town Way)
Top of Concrete Bound
Mass. Coord. System:
N: 2720127.39
E: 1007783.51
NAVD88 Datum:
EL=29.1±
CB,
FIND
0
C
oD
o�
�o
�rn
n
12
C 1
THE DAVENPORT COMPANIES
20 NORTH MAIN STREET, YARMOUTH, MA
EXISTING CONDITIONS PLAN
LOT 2- ROUTE 6A- YARMOUTH-PORT, MA
S&-vov� J.M. OTEILLY & ASSOCIATES, INC.
�OQ�� Professional Engineering & Land Surveying Services
�#2936C
G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A-YARMOUTHPORT\DWG\Definitive Site Plans.dwg
1573 Main Street — Route 6A
P.O. Box 1773
(508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax
DATE: SCALE: BY: CHECK: JOB NUMBER:
10/19/2022 As Noted RFR JMO JMO-8807
YARMOUTH,
ZONING:
ZONING DISTRICT: R-40
REQUIREMENTS:
LOT AREA:
40,000 SF
FRONTAGE:
150 FEET
FRONT SETBACK:
30 FEET
SIDE SETBACK:
20 FEET
REAR SETBACK:
20 FEET
BUILDING COVERAGE:
25%
SINGLE FAMILY CLUSTER
DEVELOPMENT REQUIREMENTS:
CLUSTER CALCULATIONS:
TOTAL LOT AREA:
666,507 SF±
WETLAND AREA:
545 SF±
TOTAL UPLAND AREA:
665,962 SF±
AREA UNDER EASEMENT:
120,098 SF±
10% OF EASEMENT AREA:
12,009 SF±
TOTAL AREA FOR CLUSTER:
AVAILABLE LOT AREA =
(665,962- 120,098) + 12,009
= 557,873 SF±
NUMBER OF LOTS ALLOWED: 557,873 / 40,000 = 13.95 - 14 LOTS
LOT AREA:
10,000 SF
LOT WIDTH AT BLD'S:
100 FEET
FRONTAGE:
100 FEET* (50' IF 100'x100' SHAPE CAN FIT)
FRONT SETBACK:
25 FEET
SIDE SETBACK:
12 FEET
REAR SETBACK:
20 FEET
LOT COVERAGE:
25%
OPEN SPACE:
30% MINIMUM
PER YARMOUTH ZONING BYLAWS, SECTION 402.7.3- DIMENSIONAL REQUIREMENTS:
*'THE MINIMUM REQUIRED FRONTAGE MAYBE REDUCED TO FIFTY (50) FEET IF
THE LOT IS CAPABLE OF CONTAINING A SQUARE, EACH SIDE OF WHICH IS 100 FT. NO
POINT OF ANY SIDE OF THE REQUISITE SQUARE SHALL EXCEED A DISTANCE FROM THE
STREET GREATER THAN 250 FEET.'
'SETBACK FROM BOUNDARY OF DEVELOPMENT NO DWELLING WITHIN A
CLUSTER DEVELOPMENT MAY COME CLOSER TO THE BOUNDARY OF THE
DEVELOPMENT THAN FIFTY (50) FEET. NO ACCESSORY STRUCTURE SHALL BE PLACED
WITHIN 30 FEET OF THE FRONT LOT LINE, WITHIN 10 FEET OF A SIDE LOT LINE, OR O
WITHIN 12 FEET OF ANY OTHER BUILDING. ACCESSORY STRUCTURES OF UP TO 150 /
SQUARE FEET MAY NOT BE PLACED CLOSER THAN 10 FEET FROM A REAR LOT LINE.
ACCESSORY STRUCTURES OF 150 SQUARE FEET OR MORE MAY NOT BE PLACED
CLOSER THAN 20 FEET FROM A REAR LOT LINE.'
nark of Berm
Edges
rn
z
�0
I
m
rn
�-A
n
�#2936C
OPEN SPACE CALCULATIONS:
LOT 1
11,425 SF±
LOT 2
16,171 SF±
LOT 3
14,070 SF±
LOT 4
16,755 SF±
LOT 5
18,856 SF±
LOT 6
20,567 SF±
LOT 7
13,197 SF±
LOT 8
22,792 SF±
LOT 9
22,508 SF±
LOT 10
15,459 SF±
LOT 11
13,757 SF±
LOT 12
20,711 SF±
LOT 13
17,360 SF±
LOT 14
23,244 SF±
TOTAL:
246,872 SF±
ROAD AREA: 48,694 SF±
EASEMENT OUTSIDE OF LOTS (TOTAL): 25,026 SF±
TOTAL OF ROAD, EASEMENTS AND LOTS: 320,592 SF±
OPEN SPACE PROVIDED: (557,873- 320,592) = 237,281 SF±
(237,281 / 557,873) X 100% = 42.5%±> 30% MIN
SHAPE KEY:
I-
100' x 100' SHAPE REQUIREMENT
J
00
DWELLING FOOTPRINTS (AS SHOWN) = 46' x 28' Q�
SEWAGE SYSTEM KEY
33.5' x 12.83' x 2.0' LEACH CHAMBERS
SOIL ABSORPTION SYSTEM- 4 BR
(2) 49.0' x 2.0' x 2.0' LEACHING TRENCHES
SOIL ABSORPTION SYSTEM- 4 BR
0 1500 GALLON SEPTIC TANK
MA
NOT TO SCALE
PLAN BOOK 326 PAGE 22
ROUTE 6A 1895 S.H.L.O PLAN, SHEET 8
DEED BOOK 2776 PAGE 322
ASSESSORS' MAP 125 PARCEL 39
LEGEND
32 EXISTING CONTOUR
32 PROPOSED CONTOUR
X12.34 EXISTING SPOT GRADE
24x5 PROPOSED SPOT GRADE
_W_ WATER SERVICE LINE
—E— UNDERGROUND ELECTRIC SERVICE
e TEST HOLE / BORING LOCATION
ST SEPTIC TANK
DB DISTRIBUTION BOX
E
Top of Mass Highway Bound
SAS
SOIL ABSORPTION SYSTEM
Mass. Coord. System:
N:2720847.75
Reserve
cob
RESERVED FOR FUTURE
UTILITY POLE
E: 1006864.30
NAVD88 Datum:
®
CATCH BASIN
Qa
EL=53.4±
17
®
FIRE HYDRANT
DRAINAGE MANHOLE
Back of Berm �
■
CONCRETE BOUND, FOUND
CLTO CL)
_ _ _ _ — Paved
-----_-_-_
—X—X—
LIMIT OF WORK
FENCE
T 401.09'TOHOCKANOMRD( -_-
Drive
�—_----_
o?,`�
GUARDRAILS
(40 Wide-StateHighway)�
EDGE OF CLEARING
FND
z
wI 430.06
Tp OU
� TW
�—
-----------------
--
SIGHT EASEMENT
U, ---wl ��
/ P�
��
_
gRpREgC (��T Pave
� H ment
n
LU
l 3
_ O
a ved 0 CL) �-
z1
/
t Pullo ff
137.17'
c
14I17'
C)
o
/
" �
aVe --_—__
DrIV -
- - - -
I--_-__
N
c3
'
32.64,
- -
----�
1
—
LOT
7
/
4 .45'
—
I �Q>
25.5'
13,197 SF±
zo
"" I
m
OPEN SPACE
���
�J
M �-
I
``
I
�W
M ~I
m "
TOTAL AREA = 237,826 SF±
o
�°
1
� o
Q 1
� = 01
0
WETLAND = 545 SF±
I
1
--
46.6'±
I
C
UPLAND = 237,281 SF±
1
+
60
ti c9 1
I
46.70,
25'
--�
:
ro
I
L
22,
2 -
.14'
m l + T
v 24.1'±
�D
z
24'N
o
w
0
L
60
I
59zs,
2
I
rn LL
11 LL
N
"o1
r
��
N
�M
2215
-
92.05'
I u
D
Ci
1,
s
�'
1
z
��
I
o >
o 1
11,425 SF
21 85,
n I
96.38'
\
\
I
1
Q
r�
96.91'
y ' , > 3_
W
Q6 ----_
52.5'±
\
36.9
y
I cb4�
+i
x
a Q
CDo
R
43
\ 0
� -
M
c9 Cr 30.0'± w
I Lo
n
LOT
2
S,8
_
�— 3 0
o w
\
�
60.0'±
o
0
16,171
S F±
LOT--r2 L 1 C? LOT 10 +T
� m
20,711 SF± SF± I
20 \ m o 15,459 SF± I 1 06
k. I
o 3�) �cP,�� 1 3 vy J k
J CD+I
ssX g k 0� \''� G SLR Agg 17 �I m CD 69.9'±
b� / W W W 0+50 w W 30.0'± z o 25'
I Jl k vJ� 1+00 _--�-0 �m
�t oLU
25' �k F�� sue, ti ti ��_ w o1 3 0 14, 0 SF±
LOT 13 ti �� � / _ � oOPE E P, I m
o O /� __ ASEMENT �5, C9 o I 5
0 Ln
17,360SF± P�� ti.�P/// 1 �, �T �2 142.84
FUTURE SEWER A73'35 EASEMENT
— W
— W—
/ 3+50 c�
3+8
100.12 ,
LLJ
)0
P00 / 66x \ \ \
Ln
C� 96
/ , 1
A 19 8 . U 6 �� O°
°� �� S1
Lu
LOTS + /W / o
2 3, 244 S ± E`vNG 16,7 S F± /
4jo� Z2.36'
32.8/+ C -
11421` o
o -
/
l
46R DWELLING l l o
TOF EL=65.0± l / / 41.4'+
\ 41111 p
WELLING l �
/ M LOT �2.1 �+ / / TOF EL_65.0±
20 /i li 3f.S'+ o EIL
°EEN STREET
0 LOT S / (40'Town Way)
18,856 SF
122.36' ` � � — / / + / � _ /
— 3 /
W W� W— /— 122 36, - -
W /
J
W —W W o OF YARMOU
—
WITH WATER EASEMENT
—
ELECTRICAL EASEMENT
180' WIDE \ 13526
•
91
10°.fore � -
-
-
-
-
1
/ to ated wetland
i, (per ass s GIS DEP wetlands Layer) `
01/1
I.
Ali, .li,
—
—
—
200.21'
0 50 100 150
SCALE 1" = 50'
G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A-YARMOUTHPORT\DWG\Definitive Site Plans.dwg
Top of Concrete Bound
Mass. Coord. System:
N: 2720127.39
E: 1007783.51
NAVD88 Datum:
EL=29.1±
�C B,
FND C2
THE DAVENPORT COMPANIES
20 NORTH MAIN STREET, YARMOUTH, MA
SITE LAYOUT PLAN
LOT 2- ROUTE 6A- YARMOUTH-PORT, MA
J.M. O'REILLY & ASSOCIATES, INC.
Professional Engineering & Land Surveying Services
1573 Main Street - Route 6A
P.O. Box 1773
(508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax
DATE: SCALE: BY: CHECK: JOB NUMBER:
10/19/2022 As Noted RFR JMO JMO-8807
PVI STA = 0+43.76
PVI ELEV = 53.77
A.D. = 5.0
K = 9.67
48.34' VC
� n
QO co
m o
PVI STA = 2+10.57
PVI ELEV = 58.77
A.D. = 6.0
K = 19.16
114.94' VC
�oLn
PVI STA = 3+95.47
PVI ELEV = 53.22
A.D. = 8.0
K = 13.77
110.18' VC
O 100
u-) o
m m
Nj
64
RO
EDGE OF PAVI
EL
56
52
48
44
40
1
+
+
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I
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.MENT
I I
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0+38.92-
ONE (1) SOLID
m
D
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TWO (2) SOLID
I
CATCH BASIN
o
-0
z In
�Im
CATCH BASINS
RIM EL=53.8
M I
RACLE
WAY
RIM EL=54.10
0
OID
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64
56
52
48
44
40
36
32
0+00 0+50 1+00
PVI STA = 0+33.09
PVI ELEV = 53.64
A.D. = 4.0
K = 7.96
31.84' VC
00
1+50
+ m
O U-)
+ i
'n
vu
v
co co
I I
I
I
FAIT
I
STA 0+52.79-
TWO.(2) SOLID
CAT iH BASINS
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RIM EL=52.2
rpD I�
DID
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6�0
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TA
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(2) SOLID
'
CATCH
BASINS
(CASCADE
GRATES)
RII
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w
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Ln
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-0+50 0+00
0+50
WATER MAIN NOTES:
1.) ALL WATER WORK SHALL BE IN ACCORDANCE WITH THE YARMOUTH
WATER DEPARTMENT WATER MATERIALS AND INSTALLATION
STANDARDS.
2.) THE WATER MAIN CONNECTIONS AT THE ROUTE 6A- MIRACLE WAY
AND FAITH ROAD- MIRACLE WAY INTERSECTIONS SHALL INCLUDE A
CUT -IN TEE WITH TRIPLE GATE CLUSTER, AS SHOWN ON THE PLAN. SEE
DETAIL.
3.) THE WATER MAIN CONNECTION AT THE 12" YARMOUTH WATER
DEPARTMENT EASEMENT SHALL INCLUDE A CUT -IN TAPPING SLEEVE AND
VALVE, AS SHOWN ON THE PLAN.
4.) EACH OF THE FOUR (4) FIRE HYDRANTS SHALL INCLUDE A GATE VALVE
IN THE CONNECTION TO THE WATER MAIN.
5.) PROPOSED WATER MAIN SHALL MAINTAIN A MINIMUM 5 FEET OF
HORIZONTAL SEPARATION FROM ALL DRAINAGE STRUCTURES.
5.) CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE TOWN OF
YARMOUTH WATER DEPARTMENT REGARDING FINAL WATER MAIN
DESIGN, AND METHODS AND MATERIALS FOR THE MODIFICATION OF
MUNICIPAL WATER SERVICE, INCLUDING INSPECTION, TESTING AND
DISINFECTING REQUIREMENTS.
56
52
48
1+00
1+50
(2) WOODEN GUARDRAIL SE,
2' OFFSET FROM ROAD L
(SEE DETAIL AND ROAD CROSS-S
ON C5- DETAILS & I
PROPOSED HYDRANT
WITH GATE VALVE
2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
PVI STA = 7+F,137 PVI STA = 3+47J9
I rater\\ne
R°ao cX�s�r\g5\Ope
E
EX�,�ngate\y 2 p /°
PPPr��x�m
OID
C�
mm m
D
ROUTE
6AI
Im
mI7u
n
�
'n
ri
'n
m
m
N
v
'n
z
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O 70
'n I m
n n
O
w
un
Io
Z
ME
56
52
48
-150' -100' -50' 0+00 +50' +100' +150'
TRIPLE GATE CLUSTER k_1 j
8" WATER MAIN
W
NOT TO SCALE
ho
GATE VALVE /
W WATER MAIN /
/
J TEE ,
'ALVE / 3
z ,
, 3
TOWN OF YARMOUTH I —
WATER EA
W ES MENT
W
PROPOSED 8" WATER MAIN CONNECTION
WITH EXISTING 12" WATER MAIN
USE CUT -IN TAPPING SLEEVE WITH VALVE
SEE WATER MAIN NOTES
G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A-YARMOUTHPORT\DWG\Definitive Site Plans.dwg
M
64
Of
56 ROAD PROFILES
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=4'
52
48
44
40
EXISTING CENTERLINE
PROPOSED CENTERLINE
pRnpn,pn i imnFRr,ROUND ELECTRIC /
SERVICE CONNECTION AT
)LE
JECTION WITH
EVERSOURCE)
,IN CONNECTION
> MAIN
JECTION WITH
NATIONAL GRID)
_R MAIN CONNECTION
HATER MAIN
TH TRIPLE GATE CLUSTER
-TAIL & WATER MAIN NOTES
:ONNECTION
/LAIN
GATE CLUSTER
ATER MAIN NOTES
YARMOUTH,
NOT TO SCALE
PLAN BOOK 326 PAGE 22
ROUTE 6A 1895 S.H.L.O PLAN, SHEET 8
DEED BOOK 2776 PAGE 322
ASSESSORS' MAP 125 PARCEL 39
LEGEND
EXISTING CONTOUR
32 PROPOSED CONTOUR
X12.34 EXISTING SPOT GRADE
PO
/
DRY WATER QUALITY SWALE CONNECTED
24x5 PROPOSED SPOT GRADE
VEGETATION TO BE CUT BACK WITHIN SIGHT EASEMENT
AREA AS REQUIRED TO ALLOW CLEAR AND CONTINUOUS
ST ORMWATER MANAGEMENT SYSTEM. EXCESSS FLOW
- - WATER SERVICE LINE
yy
/
VEHICLE SIGHT DISTANCE FROM THE PROPOSED INTERSECTION.
CONTINUES TO LEACHING FACILITY.
BOTTOM OF SWALE=48.5±
- E - UNDERGROUND ELECTRIC SERVICE
TEST HOLE / BORING LOCATION
A`
OUTLET RIM=50.0±
ST SEPTIC TANK
OUTFALL PIPE (WITH SPLASH PAD)=50.5±(MIN.)
DB DISTRIBUTION BOX
Top of Mass Highway Bound
X 14' STO LEACHING FACILITY:
SAS SOIL ABSORPTION SYSTEM
Mass. Coord. System:
N: 2720847.75
LEACH PITS,
(2) 6'� X 6' LEACH PITS, 14' ON CENTER
(2)
WITH STONE AROUND
INLET INVERT=47.0±
Reserve RESERVED FOR FUTURE
cob UTILITY POLE
/
E: 1006864.30
NAVD88 Datum:
BOTTOM OF LEACHING=42.0±
® CATCH BASIN
4z Q
EL=53.4±
WOODEN GUARDRAILS
27 FIRE HYDRANT
@ SLOPED AREA
p DRAINAGE MANHOLE
/
s Back of Berm
■ CONCRETE BOUND, FOUND
/ s
p
.--40 .09' TO HOCKA 0
---
-
-- ---
RD (CLTO CL) -\ - \ - _
(1) MANHOLE
Paved RIM=54.0±
Drive INLET INVERTS=51.0±
s
-x-x- LIMIT OF WORK
FENCE
erm OUTLET INVERT=50.9± GUARDRAILS
RU
Back of B
(-- �40' Wide-Sta�e Highway) i
\ 351.06 _ EDGE OF CLEARING
Fii,D 43 C--7 ROOF RUNOFF DRYWELL
Ed e of Pavement � 52- Og TO OU _
_ � ��IGHT EASE�vI� - 9�.p�, - TWgRp Edge o _
Back of Berm --------- ��� �� _ __---�__ �_ T- J �Q I -
/ o' / 48x5 REgCH CL TO Pavement
o / / / / / / ' A
_ 50 I / l "� aved/ t pulloff-
/ RE 0 I
x�-x%Lx L SERVE �ioQ 2 �% /_ 60
/LOIN L0 ri 58----------
I
DRY WATER
QUALITY SWALE
DRY WATER
QUALITY SWALE
(2) CATCH BASINS W/ CASCADE GRATES•
RIM=43.6±
OUTLET INVERT=41.1±
(1) MANHOLE
RIM=43.8±
IN LETINVERTS=40.9±
OUTLET INVERT=40.8±
sz-
x CD
LU
OPEN SPA E /' �� ,;�/ /o���;;�� \ o� ► I
C TOTAL AREA �37,826 SF_ �� / I � I'll 61 1 I
\ WETLAND = 45 SF± I f / / ul a �' O
UPLAND = 237 2 $F±\ I / 5a I - I l o x 25' RIM 53 8+(2) CATCH BASINS C
/ - ±
OUTLET INVERT-51.3_
aLO" Ln I 60 1 _ 62
/ 9 2 - s6 T I
+1 n ROOF RUNOFF DRYWELL (TYPICAL)
\ I I N s o CULTEC RECHARGER 330XLHDJ -01 w (2) UNITS IN SERIES (15.5' x 4.33') Q
TOTAL OF (4) UNITS PER DWELLING
59
x D
x sO \ /
�
I I \ IG H T I
�/ �N •'�� in4� a4 I ` OINT
I 15 SF x
ti LLJ
I
§ 'R
LOT 21
/ 2) CATCH BASINS W/ CASCADE GRATES
/� I RIM=52.2±
16 1 SF+
OT42 L 1 OUTLET INVERT=49.7±
f
/ \ ?� �6 n
/ \ ` /
(1) MANHOL
EOT 0 E
20,711 S�± F± INLET INVERTS =49.5±15,459S X OUTLET INVERT=49.4±c�
j/ I z j I / (1) CATCH BASIN
RIM=54.0±
OUTLET INVERT=51.5±
S1
/ 1 ( f 0 s0
34 37 \ _ 1+00 _ - +_ - 010
14, 0 F
v+- / DRY WATER
J
(1) MANHOLE C� ; I / I E-3 QUALITY SWALE
RIM=39.9± c_ \ \ \ `' �� as
INLET INVERT=37.5± \ \
OUTLET INVERT=37.4± 32 \ T 13 \W /
"o �• � SL P EASEMENT �0 15
DRY WATER \ S6
1 6
�j POINT / '`�, n I
QUALITY SWALE 3� , � - L1�py / /�+ I I 1' +
(1) MANHOLE \ ^ / 1 A
RIM=38.6± E SE
INLET INVERTS=35.5± AS
OUTLET INVERT=35.4±
(2) CATCH BASINS 0m v 3+82I\� �+
RIM=38.2± _ Ln
+ 1 1\ I
OUTLET INVERT=35.7± I \ / I \ if
10 M2 DRY WATER QUALITY SWALE CONNECTED TO
STORMWATER MANAGEMENT SYSTEM. °o 0 J� / / /
1�
EXCESS FLOW CONTINUES TO LEACHING FACILITY. Qo 5 I I rn \
BOTTOM OF SWALE=33.0± 4� - \ 9J` /
OUTLET RIM=34.5± ✓ \ �F2 40 _ O / N
OUTFALL PIPE (WITH SPLASH PAD)=35.0_ (MIN.) Q \ ` O / o
co
V
orI o DRY WATER
I I 62 / I / ��OX, \ x / QUALITY SWALE
WOODEN GUARDRAILS \ %t / / A� / /�/ - / 1 C,�"� ��,'0
@ SLOPED AREAS
70' X 28' STORMWATER LEACHING FACILITY: s \ \ t / / �l 1 SF:Y / / + I u1
(10) 60 X 6' LEACH PITS, 14' ON CENTER s4 \ \ �3124,4 ± O�ENk /
WITH STONE AROUND \ \ \ \ + WE��I�Q
450- J /
INLET INVERT=31.5± s6 \ \ \\ �OF
BOTTOM OF LEACHING=26.5± 58
\ �� ! // x _ �3Q / 6
x_ x
OR
ROOF RUNOFF DRYWELL (TYPICAL) of WORD T 48R DWELLING l / 5 / \ \
CULTEC RECHARGER330XLHD /� \ \ �IMIi / \ I / �J, OF EL=6S.0-r 4
(2) UNITS IN SERIES (15.5' x 4.33') / 1 / \ J ( / i
TOTAL OF (4) UNITS PER DWELLING / T�FDWELLING
s
LOT 1 /� L 65.0± 4- ' / \\ 1,EILEENSTRE STREET
LO \ \ 1 / / I �C (40 Town Way)
- 68
�I
7p
N 12
TOWN OF YARMOU
TH WATER EASEs4` s2 So
MENT -
� ELECTRICAL EASEMENT
1so' WIDE 1?o
• �� IN
c4 `
10
-
1
100, kill
�G G
r e ated Wetland
(Per Ma ofG6 0F? Wetlands Layer)
� I'll \
All,
�#2936C
200.21'
0 50 100 150
SCALE 1" = 50'
G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A-YARMOUTHPORT\DWG\Definitive Site PIans.dwg
w
00
�o
N
IW
Top of Concrete Bound
Mass. Coord. System:
N: 2720127.39
E: 1007783.51
NAVD88 Datum:
EL=29.1±
___4VC B,
FND C4
THE DAVENPORT COMPANIES
20 NORTH MAIN STREET, YARMOUTH, MA
GRADING & DRAINAGE PLAN
LOT 2- ROUTE 6A- YARMOUTH-PORT, MA
o� �� J.M. OTEILLY & ASSOCIATES, INC.
�OQ�� Professional Engineering & Land Surveying Services
1573 Main Street - Route 6A
P.O. Box 1773
(508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax
DATE: SCALE: BY: CHECK: JOB NUMBER:
10/19/2022 As Noted RFR JMO JMO-8807
ROADWAY PAVEMENT SECTION:
DRIVEWAY PAVEMENT SECTION:
w
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v�
2' (MIN.
1�P�S�Oe
3 GAS MAIN
CABLE/ELECTRIC LINES -
9 1/2" DENSE GRADE CRUSHED STONE BASE ((2) 4 3/4" LIFTS)*
(MIN) 4" CLEAN SAND (SUB -BASE)
ALL ROADWAY FILL SHALL BE CLEAN SAND PLACED IN
(MAX) 6" LIFTS AND COMPACTED TO 95% DENSITY AS
DETERMINED BY THE MODIFIED PROCTOR TEST
(*SEE BELOW NOTES FOR SPECIFICATIONS ON ROAD CONSTRUCTION
WITHIN ROUTE 6ASTATE HIGHWAY LAYOUT)
STATE HIGHWAY LAYOUT PAVEMENT NOTES:
• PROPOSED ROADWAY (WITHIN SHLO) SHALL HAVE AN 8" GRAVEL BASE THAT HAS BEEN MACHINE
COMPACTED THEN PAVED WITH 4" OF HOT MIX ASPHALT (HMA) LAID IN TWO COURSES CONSISTING
OF A 2-1/2" BINDER COURSE AND A 1-1/2" FINISH COURSE.
• ANY EXISTING HMA BERM THAT EXISTS WITHIN THE PROPOSED DRIVEWAY MUST BE SAWCUT AND
REMOVED. THE NEW PAVEMENT MUST TIE INTO, AND NOT OVERLAP, THE EDGE OF THE HARDENED
SURFACE OF THE ROADWAY. ALL ABUTTING EDGES OF THE EXISTING PAVEMENT SHALL BE COATED
WITH A HOT POURED JOINT SEALER IMMEDIATELY PRIOR TO THE PLACEMENT OF THE HMA.
M1 DRAINAGE FACILITY SECTION:
NOT TO SCALE
erm
24"x24" Cast Iron Frame and Grate
Raised to Grade
Use EJIW LF248-2 OR EQUAL
12" DIAM. HDPE @ 1% PITCH
in
4' n
Solid 4' Dia.
Catch Basin
USE H-20
AS MANUFACTURED BY SHOREY OR EQUAL
24" Diam. Cast Iron Frame and Cover
Raised to Grade
Use EJIW LK 110A or Equal
Berm
4'
Solid 4' Dia.
Manhole
USE H-20
AS MANUFACTURED BY SHOREY OR EQUAL
M2 DRAINAGE FACILITY SECTION:
NOT TO SCALE
erm
24"x24" Cast Iron Frame and Grate
Raised to Grade
Use EJIW LF248-2 OR EQUAL
�� If
12" DIAM. HDPE @ 1% PITCH
rn
irl
4'
4 .
Solid 4' Dia.
Catch Basin
USE H-20
AS MANUFACTURED BY SHOREY OR EQUAL
12" DIAM. HDPE @ 1% PITCH
30'±
24" Diam. Cast Iron Frame and Cover
Raised to Grade
Use EJIW LK 110A or Equal
Berm
RIM=38.6±
4'
4
Solid 4' Dia.
Manhole
USE H-20
AS MANUFACTURED BY SHOREY OR EQUAL
w
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TYPICAL WOODEN GUARDRAIL
CU1I
4" TOPSOIL
8" WATER MAIN
5' MINIMUM
SEPARATION FROM ALL
DRAINAGE STRUCTURES
M2 Dry
NOT TO SCALE
REQUIRED ACTACESS PRUNING ZONE
(12, LL X 14' WIDE?
10' (ACCESS)
2, 20' (PARKING) 2' 0_1���
Sao
1 /4" PFR FOOT PITCH Lti.
1" FINISH COVER (ROLLED)
1.5" BINDER COURSE (ROLLED)
4" DENSE GRADE CRUSHED STONE BASE (14' WIDE)
(MIN) 4" CLEAN SAND (SUB -BASE)
ALL DRIVEWAY FILL SHALL BE CLEAN SAND PLACED IN
(MAX) 6" LIFTS AND COMPACTED TO 95% DENSITY AS
DETERMINED BY THE MODIFIED PROCTOR TEST
HOT MIX ASPHALT NOTES:
• ALL HOT MIX ASPHALT (HMA) PAVEMENT SHALL BE
CONSTRUCTED PER MASSDOT'S 2021 STANDARDS AND
SPECIFICATIONS FOR HIGHWAYS AND BRIDGES,
SUBSECTION 460: HOT MIX ASPHALT PAVEMENT FOR LOCAL
STREETS.
• EACH HMA PAVEMENT COURSE SHALL BE COMPRISED
OF ONE OF THE MIXTURE TYPES LISTED ON TABLE 460.10-1,
SUBSECTION 460.
Water Quality Swale
SEE SWALE NOTES
RIM=50.0+ /
BOTTOM=48.5±
RIP -RAP SPLASH PAD
SEE RIP -RAP DETAIL
12" DIAM. HDPE @ 1% PITCH
M1 STORMWATER LEACHING FACILITY:
SCALE: 1"=20'
M2 STORMWATER LEACHING FACILITY:
SCALE: 1"=20'
30'±
STRAW WATTLE/EROSION CONTROL DETAIL:
TYPICAL SECTION
Fill
3" Height Wood Stake
FLOW DIRECTION Straa�w Wattle
Existing Grade
1.) LIMIT OF WORK SHALL BE MADE UP OF A 9" DIAMETER STRAW WATTLE INSTALLED PER THE
MANUFACTURERS SPECIFICATIONS.
2.) CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING EROSION/ RUNOFF DURING
CONSTRUCTION.
3.) LIMIT OF WORK SHALL BE INSTALLED PRIOR TO ANY WORK BEING STARTED
TRANSFORMER PAD DETAIL:
NOT TO SCALE
D
0
w •
3 3
4.0'
Transformer Pad
Shrub Planting (Typ.)
7Z24"x24'W" Tall 'Beehive'
Cast Iron Frame and Grate
Raised to Grade
Use EJIW 1020-01 OR EQUAL
8" MAX. WATER DEPTH -------
12" DIAM. HDPE @ 1% PITCH
Solid 4' Dia.
Catch Basin
USE H-20
AS MANUFACTURED BY SHOREY OR EQUAL
M2 Dry
Water Quality Swale
SEE SWALE NOTES
RIM=34.5±
BOTTOM=33.0±
RIP -RAP SPLASH PAD
SEE RIP -RAP DETAIL
24" Diam. Cast Iron Frame and Cover
Raised to Grade (ALL 5 UNITS)
Use EJIW LK 110A or Equal
t
- -
1000 Gallon
Leaching Pit (6'x6'0)
USE H-20
AS MANUFACTURED BY SHOREY OR EQUAL
28' x 14' x 6' Leaching Facility:
(2) Pits, spaced 14' on center with stone
24"x24'W" Tall 'Beehive'
Cast Iron Frame and Grate
Raised to Grade
7ZUse EJIW 1020-01 OR EQUAL
18" MAX. WATER DEPTH
12" DIAM. HDPE @ 1% PITCH
:n
4 m _-_-
- - s
Solid 4' Dia.
Catch Basin
USE H-20
AS MANUFACTURED BY SHOREY OR EQUAL
DRIVEWAY NOTES:
• IN ORDER TO ALLOW SAFETY VEHICLE ACCESS TO
DRIVEWAYS, ALL DRIVEWAYS SHALL BE 10' WIDE WITH 2'
GRASSED SHOULDERS ON EACH SIDE (2% MAX. GRADE).
• GRASSED SHOULDERS SHALL BE UNDERLAIN WITH
CRUSHED STONE BASE, AS SHOWN, TO PROVIDE
ADDITIONAL SLOPE STABILITY FOR SAFETY VEHICLE ACCESS.
• VEGETATION SHALL BE PRUNED TO ALLOW A 14' WIDE,
12' TALL ACCESS WAY.
STORMWATER POLLUTION PREVENTION PLAN:
PRIOR TO CONSTRUCTION, A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) WILL BE PREPARED AND
SUBMITTED ALONG WITH THE ACCOMPANYING NOTICE OF INTENT TO THE UNITED STATES ENVIRONMENTAL
PROTECTION AGENCY. THE SWPPP WILL CONTAIN ALL SPECIFICATIONS AND REQUIREMENTS FOR STORMWATER AND
EROSION CONTROL PROTOCOL DURING THE CONSTRUCTION PHASE. CONTRACTOR SHALL REVIEW THE SWPPP PLAN IN
DETAIL IN ADDITION TO THESE PLANS AND DETAILS PRIOR TO START OF CONSTRUCTION.
24" Diam. Cast Iron Frame and Cover
Raised to Grade (ALL 5 UNITS)
Use EJIW LK 110A or Equal
1000 Gallon
Leaching Pit (6'x6'0)
USE H-20
AS MANUFACTURED BY SHOREY OR EQUAL
70' x 28' x 6' Leaching Facility:
(10) Pits, spaced 14' on center with stone
TYPICAL CATCH BASIN & MANHOLE SECTION
NOT TO SCALE
PIPE CONNECTIONS TO
Solid 4' Dia. Solid 4' Dia. Solid 4' Dia.
Catch Basin Manhole Catch Basin
USE H-20 USE H-20 USE H-20
AS MANUFACTURED BY SHOREY OR EQUAL AS MANUFACTURED BY SHOREY OR EQUAL AS MANUFACTURED BY SHOREY OR EQUAL
NOTE:
ALL MANHOLE RIM AND INVERT ELEVATIONS ARE CALLED
OUT ON THE C4- GRADING & DRAINAGE PLAN.
1.) TYPICAL PAD -MOUNTED TRANSFORMER SHOWN IS
FOR LAYOUT PURPOSES ONLY. EVERSOURCE TO PROVIDE
DESIGN LAYOUT AND SPECIFICATIONS FOR ALL
ELECTRICAL UTILITY WORK.
2.) EACH UTILITY TRANSFORMER LOCATION SHALL BE
SCREENED AS SHOWN ALONG THE SIDES AND BACK OF
THE TRANSFORMER PAD, USING (6) OF THE SHRUB
PLANTINGS SPECIFIED FOR THAT AREA OF THE
DEVELOPMENT ON THE LANDSCAPE PLAN.
3.) MAINTAIN A MINIMUM OF T SEPARATION BETWEEN
PLANTINGS AND THE TRANSFORMER, TO ALLOW PROPER
PERFORMANCE AND MAINTENANCE.
4.) THE FRONT OF THE TRANSFORMER (THE SIDE FACING
THE ROADWAY, WITH ACCESS DOORS) SHALL BE KEPT
FREE OF SHRUBS, TO ALLOW ACCESS FOR MAINTENANCE.
WOODEN GUARDRAIL SECTION:
NOT TO SCALE
DRAINAGE CONSTRUCTION NOTES:
1.) ALL COMPONENTS, SUBJECT TO WHEEL LOADS, SHALL BE RATED H-20.
2.) ALL WORKMANSHIP PROVIDED SHALL BE IN CONFORMANCE WITH THE TOWN OF YARMOUTH
PLANNING BOARD & ENGINEERING SPECIFICATIONS.
3.) ANY MODIFICATIONS AND/OR DEVIATIONS FROM THE PLANS SHALL BE REVIEWED AND
APPROVED BY THE ENGINEERING DEPARTMENT.
CATCH BASIN AND LEACHING NOTES:
1.) ALL PROPOSED CATCH BASINS, LEACHING GALLERIES, AND TRENCHING ACROSS PARKING AREAS AND
SIDEWALKS SHALL BE BACKFILLED, AND COMPACTED IN 6-INCH LIFTS. COMPACTION SHALL MEET 95%
STANDARD PROCTOR REQUIREMENTS. ALL BACKFILL MATERIAL SHALL BE DENSE GRADED CRUSHED
STONE WITH A MAX SIZE OF 3/4" OR ENGINEERED APPROVED EQUAL.
2.) THE LEACHING CHAMBERS SHALL BE SET FULLY INTO CLEAN SAND. DESIGN ENGINEER SHALL INSPECT
THE SOILS AROUND AND BELOW THE LEACHING FACILITY PRIOR TO FACILITY INSTALLATION.
3.) ALL CAST IRON FRAMES AND SEALS FOR DRAINAGE COMPONENTS SHALL BE FINISHED WITH MORTAR
CEMENT.
4.) CATCH BASIN GRATES SHALL BE PLACED OVER FILTER FABRIC UNTIL SITE IS PAVED WITH BINDER
COARSE. CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE FILTER FABRIC SO SEDIMENT DOES NOT GET
INTO CATCH BASINS.
5.) EXISTING CATCH BASIN ON ROUTE 6A SHOULD BE FITTED WITH SILT SOCK SO AS TO PROTECT
DRAINAGE DURING CONSTRUCTION OF THE ROADWAY.
6.) THE TWO CATCH BASINS AT STA 1+95.14 ON FAITH ROAD SHALL BE FITTED WITH CASCADE STYLE
GRATES, IN ORDER TO HANDLE FAST-MOVING RUNOFF IN THE 6%SLOPE AREA OF THE ROAD.
ROOF RUN-OFF:
1.) ALL ROOF GUTTERS SHOULD BE DIRECTLY CONNECTED TO LEACHING FACILITIES USING 6"
ADS PIPE.
2.) EACH DWELLING SHALL UTILIZE A TOTAL OF (4) CULTEC RECHARGER 330XLHD
STORMWATER LEACHING UNITS, SPLIT INTO (2) 15.5' X 4.33' LEACHING FACILITIES.
3.) LEACHING FACILITIES SHALL BE SET FULLY INTO CLEAN SAND. NO STONE REQUIRED
ACCESS ROAD:
1.) DURING CONSTRUCTION, A 20' WIDE STONE APRON SHALL BE CONSTRUCTED AT THE
PROPOSED ENTRANCE FOR DUST/SILT CONTROL.
2.) STONE APRON SHALL REMAIN IN PLACE UNTIL THE ENTRANCE HAS BEEN PAVED.
SWALE NOTES:
1.) ALL (7) SWALE SOIL BEDS AND LOWER SLOPED AREAS SHALL BE A MINIMUM OF 18" DEEP AND
COMPOSED OF APPROXIMATELY 50% SAND AND 50% LOAM. UPPER SLOPED SWALE AREAS SHALL
BE COVERED WITH A MINIMUM OF 4 INCHES OF LOAM. SEE SWALE DETAIL BELOW.
2.) ALL SLOPED SWALE AREAS SHALL BE COVERED WITH JUTE NETTING EROSION CLOTH, SECURED
IN PLACE.
3.) SOIL BED AND SIDE SLOPES SHALL BE SEEDED WITH MEADOW / WILDFLOWER SEED MIX.
APPLICATION RATE SHALL BE PER MFG'S SPECIFICATIONS. SIDE SLOPED AREAS SHALL BE PLANTED
WITH NORTHERN BAYBERRY AND WINTERBERRY SHRUBS. SEE C9- LANDSCAPE PLAN.
SWALE DETAIL:
NOT TO SCALE
VARIES
�~ (2' MIN.) ~I
I I
I I
18"(min)
�
PERMEABLE SOIL - - _ _ - _ _ 6 (min)
(50% SAND, 50% LOAM) -------
FILTER FABRIC
3/4" TO 1-1/2" STONE
NATIVE SOIL SUB -BASE -
FREE FROM LOAM / ORGANIC MATERIAL
(4) 3/4" Galvanized
Bolt & Nut Fasteners, per post
3x9 Wood Railing 00
0O
00i 00
EXISTING GRADE
6>
'
' O.C.
O.C.
RIP -RAP DETAIL FOR OUTFALL PIPE:
LOW PIPE
6 Wood Posts
12'
RIPRAP NOTES:
1.) RIP -RAP SHALL BE PLACED INTO CLEAN SAND, FREE
OF SILT AND DEBRIS.
2.) RIP -RAP STONE SHALL BE 6" TO 8" STONE PLACED IN
RANDOM PATTERN WITH UNEVEN SURFACE SO AS TO
REDUCE DISCHARGE ENERGY.
3.) THE BED OF RIP -RAP SHALL BE 1.5 FEET THICK.
4.) RIP -RAP STONE SHALL BE LAID ON A DOUBLE LAYER
OF FILTER FABRIC.
AIRED END SECTION
UTLET GUARD
G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A-YARMOUTHPORT\DWG\Definitive Site Plans.dwg
YARMOUTH,
, f ll7c S Work Zane Sa" STATFONARY OPERATIONS
Standard Oeetails TWO LANE U14 DWI DED ROADWAY
w�h_jrorr�aaa �••,"N� and Drawings SHOULDER CLOSED
PAGE 22
CHANNELIZAI DE',1ICE5 rDRUM5 OR CONES,
POSTED
SPACING FOR
SPEED
ADVANCE WARNING
SHOULDER
BUFFER
DEVICE
M'•a
LIM1 _
SIG14S (FT)
TAPER
ZDNE
SPACING
4 DF
.MP-
(A,B,C)
LENGTH
LENGTH
(Li?- FT'
(FTi
__--
5MI5my500
11C
25
50B 1 low 11000
220
49115
zC
120a3v
1 DDD ; ICN .' 2600
260
645
-
' NUMBER OF DEVICES BASED ON 400 FT WOR K ZONE
NOTES
1. MA-112-1 Da at C,2 and Al2.
LEGEND
® WORK ZONE
• CHANNELkZATION DEVICE
FLASHING AR3ROW BOARD
Ef] PORTABLE CHANGEABLE MEGSAGE SIGN
® TRUCK mouNiTED ATTENUATOR
Q RADAR SPEED FEEDBACK BOARD
POLICE DETAPL OR U14IFOR MED FLAG GER
TEMPORARY PORTABLE RUMBLE STRIA
u TYPE III BARRICADE
NOT TO SCALE
VV2051
O'VL;L
I t
MA-R2-1Ua
❑31 gnou
S3N13
EN G33dS
3NOZ ;
T
MA-R2-1De
P _4
Er'bd ROAD
WORK
r I41_r _41 �
H
v_
BUFFE3
�r.
SHOULDER
- - 4YDR1{
+ ROAD
� 1JI4RRD}h'S '1'k'5-1
s
I O N3 SEI M = WORK MW
-9I SPEEDING
MA-R2-1 Da
FINES
)Q10 4 DOUBLED
CIVGd GN3 t
ROAD
U41O#1K W,_D-1
xxx
PrV Drk ZanDetails e Sa" FIGURE 8
� !7753 Standard STATIONARY OPERATIONS
7NOLANE UNDrVIDED ROADWAY
rur:yo" and Drawing= SHOULDER CLOSED
PACE 23
TRAFFIC CALCULATIONS:
PER TABLE ON PAGE 22 OF MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD) WORK ZONE SAFETY FLIPBOOK
OFFSET WIDTH, W =4'
POSTED SPEED LIMIT, S = 45- 55 MPH
SHOULDER TAPER LENGTH, L = WS = (4)(55) = 220'
BUFFER ZONE LENGTH = 495'
CHANNELIZATION DEVICE SPACING = 40'
DISTANCE 'A' = 500'
DISTANCE 'B' = 1000'
DISTANCE 'C' = 1000'
NOTES
Cb
CD 0
LU
L
T__j
LU
]
- FOR UNDERLYING EMPIRICAL REFERENCES AND EQUATIONS, SEE
TABLES 6H.3 & 6H.4 OF THE MUTCD.
- SEE 'FIGURE 8: TWO LANE UNDIVIDED ROADWAY, SHOULDER
CLOSED' ON PAGES 22-23 OF THE MUTCD WORK ZONE SAFETY
FLIPBOOK.
TRAFFIC NOTES:
1. ALL TEMPORARY TRAFFIC CONTROL WORK SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ALL REVISIONS, UNLESS SUPERCEDED BY THESE PLANS.
2. ALL SIGN LEGENDS, BORDERS AND MOUNTING SHALL BE IN ACCORDANCE WITH THE MUTCD.
3. TEMPORARY CONSTRUCTION SIGNING AND ALL OTHER TRAFFIC CONTROL DEVICES SHALL BE IN PLACE PRIOR
TO THE START OF ANY WORK.
4. TEMPORARY CONSTRUCTION SIGNING, BARRICADES, AND ALL OTHER NECESSARY WORK ZONE TRAFFIC
CONTROL DEVICES SHALL BE REMOVED FROM THE HIGHWAY OR COVERED WHEN THEY ARE NOT REQUIRED FOR
CONTROL OF TRAFFIC.
5. SIGNS AND SIGN SUPPORTS LOCATED ON OR NEAR THE TRAVELED WAY, CHANNELIZING DEVICES, BARRIERS,
AND CRASH ATTENUATORS MUST PASS THE CRITERIA SET FROTH IN NCHRP REPORT 350, "RECOMMENDED
PROCEDURES FOR THE SAFETY PERFORMANCE EVALUATION OF HIGHWAY FEATURES" AND/OR "MANUAL FOR
ASSESSING SAFETY HARDWARE" (MASH).
6. THE FIRST 10 DRUMS IN ANY TAPER SHALL BE EQUIPPED WITH SEQUENTIAL FLASHING LIGHTS.
7. MAXIMUM SPACING OF TRAFFIC DEVICES IN A TAPER IS EQUAL IN FEET TO THE SPEED LIMIT IN MPH.
8. MINIMUM LANE WIDTH IS TO BE 11 FEET UNLESS OTHERWISE SHOWN. MINIMUM LANE WIDTH TO BE
MEASURED FROM THE EDGE OF DRUMS OR MEDIAN BARRIER.
9. ALL SIGNS SHALL BE MOUNTED ON THEIR OWN STANDARD SIGN SUPPORTS.
10. ROADWAY SPEED IS >/= 45 MPH, THEREFORE A TRUCK MOUNTED ATTENUATOR IS REQUIRED. ATTENUATOR
SHALL BE PLACED AFTER THE BUFFER ZONE, IN FRONT OF THE WORK ZONE.
CURB CUT DETAIL
SCALE: 1"=10' 301+
NOT TO SCALE
PLAN BOOK 326 PAGE 22
ROUTE 6A 1895 S.H.L.O PLAN, SHEET 8
DEED BOOK 2776 PAGE 322
ASSESSORS' MAP 125 PARCEL 39
LEGEND
32
EXISTING CONTOUR
32
PROPOSED CONTOUR
X12.34
EXISTING SPOT GRADE
24x5
PROPOSED SPOT GRADE
— W—
WATER SERVICE LINE
—E—
UNDERGROUND ELECTRIC SERVICE
e
TEST HOLE / BORING LOCATION
ST
SEPTIC TANK
DB
DISTRIBUTION BOX
SAS
SOIL ABSORPTION SYSTEM
Reserve
RESERVED FOR FUTURE
cob
UTILITY POLE
®
CATCH BASIN
17
FIRE HYDRANT
®
DRAINAGE MANHOLE
■
CONCRETE BOUND, FOUND
—X—X—
LIMIT OF WORK
FENCE
--�-�-�
GUARDRAILS
EDGE OF CLEARING
LnQD MHB,
V + ' r�
+ 1
FND
64Lo
+ L°
' nl LO
31 p4 ► �0, � � � m
/ 24. 00
0
(0 R
/ (40,z9�/ . �9 o� I l le Sta `N� to 1 i
gh wa
CDLY SSD = 7 50' ± , P' � � 62 �
WEST
�O
EASTERLY SSD
�9
0
IA
O
STATE HIGHWAY LAYOUT SHOULDER TREATMENT:
IN ORDER TO MAXIMIZE SITE DISTANCE, CONTRACTOR SHALL CLEAR ALL VEGETATION
O� GREATER THAN 2.5' IN HEIGHT THAT IS WITHIN THE SIGHT DISTANCE ZONE (AREA BETWEEN DX\SIGHT EASEMENT LINE AND EDGE OF ROUTE 6A PAVEMENT).
Top of Mass Highway Bound - ALL DISTURBED AREAS WITHIN THIS ZONE SHALL BE LOAMED & SEEDED AFTER
O Mass. Coord. System: CONSTRUCTION PER THE STANDARDS OF MASSDOT'S 2021 STANDARDSAND SPECIFICATIONS
N: 2720847.75 FOR HIGHWAYS AND BRIDGES, M6.03.0: LONG-TERM SEED MIXES FOR LAWNS AND SLOPES.
E: 1006864.30 - GRASS SEED MIX SHALL CONFORM TO THE REQUIREMENTS OF TABLE M6.03.0-2: GRASS SEED
/NAVD88 Datum: REQUIREMENTS FOR SLOPES AND SHOULDERS.
a E L=53.4±
ell
rn
Back of Berm °11,° MHB, '
I 64 M" FND
401.09' TO HOCKANOM RD (CLTO CL)i — M-WB _ _ -e — — � \ � aved
R n �� _ _63 MDriv
67 — I'�U' —'—'—' 65 r 17p �' e
-e ' — ' — (40' Wide- State Highway) ® HB
�.— _
_ ... FND
WESTERLY SSD = 750'± W �52 '
SIGHT EASEMENT 6Z Ed e
g of P
, w 48x5 P / x P \ ' (o' , 430.06 Tp ent EASTERLY SSD = 7
0
o - / I z _ 50 - _ p /� I aved t p�lloff 'OUT WARD REACH (CL T
x /— X -G X —4 x - b �" I Pave — ' — 9 _L)
� -
/ , ��x --_
OPEN SPACE
TOTAL AREA = 237,826 SF±
WETLAND = 545 SF±
UPLAND = 237,281 SF± I / I
���N T81
\ — Soo os
\ h I
�X 58
21
5 +
20,711 SF± SF±
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131197 SF+ zo
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THE DAVENPORT COMPANIES
20 NORTH MAIN STREET, YARMOUTH, MA
CURB CUT PLAN
LOT 2- ROUTE 6A- YARMOUTH-PORT, MA
J.M. O'REILLY 8C ASSOCIATES, INC.
Professional Engineering &Land Surveying Services
1573 Main Street -Route 6A
P.O. Box 1773
(508)898-6601 Office Brewster, MA 02831 (508)896-6602 Fax
DATE: SCALE: BY: CHECK: JOB NUMBER:
10/19/2022 As Noted RFR JMO JMO-8807
YARMOUTH,
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CONTRIBUTORY AREA LEGEND
— — —
= MAIN CONTRIBUTORY AREA BOUNDARIES
M 1
= MAIN CONTRIBUTORY AREA
—
= SECONDARY CONTRIBUTORY AREA BOUNDARIES
S 1
= SECONDARY CONTRIBUTORY AREA
— — — —
= TIME OF CONCENTRATION PATHWAYS
= PRE -DEVELOPMENT CONTRIBUTORY AREA BOUNDARY
M3 = DWELLING ROOFS
NOT TO SCALE
PLAN BOOK 326 PAGE 22
ROUTE 6A 1895 S.H.L.O PLAN, SHEET 8
DEED BOOK 2776 PAGE 322
ASSESSORS' MAP 125 PARCEL 39
LEGEND
— — 32
EXISTING CONTOUR
32
PROPOSED CONTOUR
X12.34
EXISTING SPOT GRADE
24x5
PROPOSED SPOT GRADE
— W—
WATER SERVICE LINE
—E—
UNDERGROUND ELECTRIC SERVICE
IP
TEST HOLE / BORING LOCATION
ST
SEPTIC TANK
DB
DISTRIBUTION BOX
�W
Top of Mass Highway Bound
SAS
SOIL ABSORPTION SYSTEM
Mass. Coord. System:
N:2720847.75
Reserve
cob
RESERVED FOR FUTURE
UTILITY POLE
E: 1006864.30
NAVD88 Datum:
®
CATCH BASIN
42 Q
EL=53.4±
27
FIRE HYDRANT
/
a
DRAINAGE MANHOLE
s Back ofBerm � �
■
CONCRETE BOUND, FOUND
RD (CLTO CL) —\ _ Paved
------
—x—x—
LIMIT OF WORK
-- — \ _
—40 .09' TO HOCKANO — _ _ Drive
S
FENCE
�� --- \
A2 _ — _ _ ?``` GUARDRAILS
Back of Berm L_ — —� (40' Wide- Stae Highway)
�^^^ ^� EDGE OF CLEARING
F D
Ed e of Pavement — — _ \ / / / 52— ` — 0.06 TO _
� OU
Back of Berm ---� c=Z�� c = —---�—J 7—� j'�% J TI / 48x5 9 '0p' D TwgREd�ep —
�/ / REACH (CL TO Pavement
aved CQ— 5Qa
t PU//O ff
60
0 \1
00
u x I
C)W\` \ J
1 \ 0
oLO
c
\ \ I Ok0 SO s\
\ o z I -°I 7�7
�S1 wW
I � J
LL
._
I! 2 4 / L.LI w
J
\IG a
I
0 \ J
/ J ) / . F�' / Ln
0) — >
Lu
LL
/ 60
I
L
41 o w
32
�
4 I �/ X I 1 I I
I 0)M i A/
/A / / / / OSXS I
NN&
s \\ I I I I
\ \✓1 /` ` 40 �— / / / / / 1 1 ICI Ln
�00
SS / o
'X
58
\ i / L OF L=65.
4
TOF E� ELLI�
— — ► I - r �, I
LEN STREET
E I((40'Town way)
�\ I
68
70
72
_ � _
TO60
W s8 s
N N OF YARMOUD
TH s s4 s2 S
WATER EASEMENT
—
� ELECTRICAL EASEMENT
1so' WIDE 1?o
• �� IN
c4 -
10
—
1
390 00 c' �
�G G
N
_ /`
r e ated Wetland
' 1� (Per dge Ma ofG6 pEP Wetlands Layer) `
All,
O
0 50 100 150
SCALE 1" = 50'
G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A-YARMOUTHPORT\DWG\Definitive Site PIans.dwg
w
00
�o
N
IW
Top of Concrete Bound
Mass. Coord. System:
N: 2720127.39
E: 1007783.51
NAVD88 Datum:
EL=29.1±
CB,
FND
C7
THE DAVENPORT COMPANIES
20 NORTH MAIN STREET, YARMOUTH, MA
STORMWATER CONTRIBUTORY AREA PLAN
LOT 2- ROUTE 6A- YARMOUTH-PORT, MA
J.M. OTEILLY & ASSOCIATES, INC.
Professional Engineering & Land Surveying Services
1573 Main Street - Route 6A
P.O. Box 1773
(508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax
DATE: SCALE: BY: CHECK: JOB NUMBER:
10/19/2022 As Noted RFR JMO JMO-8807
YARMOUTH,
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FIRE TRUCK SPECIFICATIONS.
SCALE: 1"=10'
45.01
11.15 20.41
E-One Cyclone II 95 HP
Feet
Width : 9.51
Track : 9.35
Lock to Lock Time : 6.0 s
Steering Angle : 43.4 deg
PO
o
Top of Mass Highway Bound
Mass. Coord. System:
N: 2720847.75
� E: 1006864.304.30
NAVD88 Datum:
4z Q EL=53.4±
/ z
Back of Berm — — —
�
Q� p
p .-40 .09' TO HOCKANO RD (CLTO CL)_ —\ _ \ _
Back of Berm L — —� — �40 Wide- Sta�e Highway) i
\ 351.06 — —
F D �
Ed e of Pavement — — 52—
��� �_�
Back ofBe�--------- c — — / �_ 7—�j�?--T s
/ 48x5
/ I 5
J 1
I IJ
J/
Aj
NOT TO SCALE
PLAN BOOK 326 PAGE 22
ROUTE 6A 1895 S.H.L.O PLAN, SHEET 8
DEED BOOK 2776 PAGE 322
ASSESSORS' MAP 125 PARCEL 39
LEGEND
■ CONCRETE BOUND, FOUND
■ MASS HIGHWAY BOUND, FOUND
+ ► VEHICLE CENTERLINE & DIRECTION
FRONT TIRES PATH
REAR TIRES PATH
VEHICLE BODY SWEPT PATH
rive
97 U6 43p 0g T 0 OUTWgRO REgCHdge o paveme _
/ (CL TO L nt
1 aved� — — 90 Sa
Puuort
ri ss
6 � 77�V,
I � \
I
I
0
62 \
0D
O
O
\ � rn
in
CID
� 4
+I 0
o
w
1 �ILL
\
�4 � \
\�
60 /
LnoIr
w /
� O \
W I
Q I 00 1 1 1 I l l
� X �� /
I l / �
v� \ /♦ 4
Q \ 0 00
(0 / / 62 I I \ W i
Ui
58
5
so
\ \ ~
4 D ELLIOGOF bz6S.
l \ \
EL
7-OF
EL_LIN6 \ \\ \ \ \ 4s
EILEEN ST R
(40 Town Way)
6872
If
- N ➢ �� o N >z / / / / // 6
N TOWN OF YARM ATER EASEMENT
s4 s2 So
—
� ELECTRICAL EASEMENT
1so' WIDE 1?o
• �� IN
c4 -
10
—
1
�G G
N
_ /`
r e ated Wetland
/ d� (Per dge Mass
G6 pEP Wetlands Layer) `
All,
200.21'
0 50 100 150
SCALE 1" = 50'
G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A-YARMOUTHPORT\DWG\Definitive Site Plans.dwg
w
00
�o
N
IW
Top of Concrete Bound
Mass. Coord. System:
N: 2720127.39
E: 1007783.51
NAVD88 Datum:
EL=29.1±
----4vC B,
FIND C8
THE DAVENPORT COMPANIES
20 NORTH MAIN STREET, YARMOUTH, MA
VEHICULAR TRAVEL PLAN
LOT 2- ROUTE 6A- YARMOUTH-PORT, MA
J.M. OTEILLY & ASSOCIATES, INC.
Professional Engineering & Land Surveying Services
1573 Main Street — Route 6A
P.O. Box 1773
(508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax
DATE: SCALE: BY: CHECK: JOB NUMBER:
10/19/2022 As Noted RFR JMO JMO-8807
TREES BOTANICAL/COMMON NAME CONYARMOUTH,
T CITY SHRUBS BOTANICAL/COMMON NAME CONT CITY MA
Comptonia peregrina / Sweet Fern 1 gal 84* *Foundation Plantings (Each Dwelling):
Quercus rubra / Northern Red Oak 2" Cal 40 ° • (6) Sweet Fern F� N,a�n5cl6Pl ..,
• (4) Wild Hydrangea ,�°
\ Hydrangea arborescens / Wild Hydrangea 7 gal 81* • (2) Inkberry Holly s°` Qom a"°Rd
• (2) Fragrant Sumac Barnac\eRa
� o
Acer rubrum / Red Maple 2" Cal 39 �a\nS��6P �d 5X
o a Eileen
Hydrangea quercifolia / Oakleaf Hydrangea 7 gal 86 3 C
\N
A
\ Cornus florida / Flowering Dogwood 2" Cal 14 ��� 9o�s9�
\ Ilex glabra / Inkberry Holly 3 gal 204* `q
\' Ilex opaca / American Holly 7-8' B&B 24 ��
\ Ilex verticillata / Winterberry 3 gal 74** **Drainage Swale Plantings: �Qr6
• Northern Bayberry & Winterberry shall be
\\ Amelanchier alnifolia / Serviceberry 10 Gal 28
planted in all sloped areas along drainage swale
** edges (wet soil areas), as shown on Plan. ��� NOT TO SCALE
Hamamelis virginiana /Common Witch Hazel 2 Myrica pensylvanica / Northern Bayberry 3 gal 183 Cal 22 • Meadow /Wildflower Seed Mix shall be used to Qom
provide groundcover within each drainage PLAN BOOK 326 PAGE 22
Thuja plicata /'Green Giant' Arborvitae 6-8' B&B 8 Rhus aromatica / Fragrant Sumac'Gro - Low2 gal 49* swale, as shown on Plan. ROUTE 6A 1895 S.H.L.O PLAN, SHEET 8
0 • Use 'New England Erosion Control / Restoration DEED BOOK 2776 PAGE 322
Total Trees: 175 Mix for Detention Basins and Moist Sites' ASSESSORS' MAP 125 PARCEL 39
\ Vaccinium angustifolium / Lowbush Blueberry 1 gal 107 produced by New England Wetland Plants
Meadow/ Wildflower Seed Mix** (newp.com/catalog/seed mixes). See provided
�;;;;;;;;;;;;
product specification sheet for full plant listing.
(New England Erosion Control /Restoration Mix ;;;;;;;;;;;;
Viburnum dentatum /Viburnum 3 gal 118
Restoration Planting Area Total Shrubs: 986 GENERAL NOTES:
1. IF ANY OF THE SPECIFIED PLANT SPECIES ARE UNAVAILABLE OR NOT FEASIBLE
(1) RED MAPLE TO OBTAIN, THEY MAY BE REPLACED WITH AN EQUAL AMOUNT OF
EQUIVALENT -SIZED NON-INVASIVE SHRUBS AND/OR TREES THAT HAVE SIMILAR
Undisturbed Natural Area (3) INKBERRY HOLLY CHARACTERISTICS TO THE SPECIFIED PLANT SPECIES.
(40) LOWBUSH BLUEBERRY
(6) NORTHERN BAYBERRY 2. SHRUB PLANTING LAYOUT SHALL BE MODIFIED AS REQUIRED TO PROVIDE
ADEQUATE SCREENING FOR PAD -MOUNTED TRANSFORMERS AND OTHER
(3) WINTERBERRY UTILITY STRUCTURES (LOCATION TO BE DETERMINED BY UTILITY PROVIDERS).
Cape Cod Lawn Area (1) SERVICEBERRY (8) °GREEN GIANT" ARBORVITAE SEE UTILITY SCREENING DETAIL ON 'C5 - DETAILS & NOTES'.
(1) COMMON WITCH HAZEL (3) AMERICAN HOLLY
(1) FLOWERING DOGWOOD (1) NORTHERN RED OAK
\ \ -- s B ck of erm
r
NOM RD (CL, 0 CL) Paved
4 �— ' 09 O HOCKA — —
I Drive
Berm
--____--�--- --- \ --- - \ _T s
Back of — �— — —� - -
-_ 351. — -
Iz-
---
Edge of Pavement - �^^' — -
1
- —
m - � REgCHd Paveme
Back of Ber t
— ,, TWgRD 6e o
,4 ,,,
C�To CL
Paved/
40
%i
,,,; 58
60
„ri
-------------
MEADOW / WILDFLOWER
SEEDED AREA
OPEN SPACE \
i
(1) NORTHERN RED OAK \ / \ �
\ � \ � ,� \ (3) SWEET FERN
(5) NORTHERN BAYBERRY
(1) OAKLEAF HYDRANGEA
LOT___ (5) VIBURNUM \ III J �
- O (1) INKBERRY HOLLY
(4) WINTERBERRY \ ; \ — —
� 6 rn 62
(1) FRAGRANT SUMAC
(23) LOWBUSH BLUEBERRY
(1) AMERICAN HOLLY
(3) WILD HYDRANGEA
r
I
(1) FLOWERING DOGWOOD
(3) OAKLEAF HYDRANGEA
58 (3) VIBURNUM
\ (3) NORTHERN BAYBERRY
(3) INKBERRY HOLLY
o � -
3171/
CP
L° QC(1) SERVICEBERRY O
(1) COMMON WITCH HAZEL \
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(3) WILD HYDRANGEA I O \1 2 \ / (1) RED MAPLE
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(1) FRAGRANT SUMAC I I J
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(5) FRAGRANT SUMAC \ �`,
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(3) WINTERBERRY V \ \ �6, (1) COMMON WITCH HAZEL
(9) NORTHERN BAYBERRY LO \ 5 (5) NORTHERN BAYBERRY
(1) RED MAPLE "' \ 0 t (1) WINTERBERRY
(7) VIBURNUMLt �T
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MEADOW / WILDFLOWER %% �P
SEEDED AREA tk
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N I
O SERVICEBERRY
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IINKBERRY HOLLY
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(4) WINTERBERRY
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,7 1 I
KUU I rLAKL Z>HALL bt LAf LK
NO BARK MULCH WITHIN 4" OFTREE TRL
EXCAVATE SUBSOIL AS REQUIREDTO PL
ROOTBALL AT PROPER ELEVATION. PLACE ROOTE
DIRECTLY ON SUBS
EXCAVATE HOLE TO A DIAMETER 3X THE WIDTH OF
ROOTBALL. BACKFILL HOLE WITH ONE PART EACF
TOPSOIL, PEAT AND PARENT MATEF
3" BARK MULCH WITH RIDGE AS SHO)
UNDISTURBED SUBGR,
TREE PLANTING DETAIL:
NOT TO SCALE
TALL TREE PLUMB
" BLACK REINFORCED
3BER HOSE
GALVANIZED WIRE GUYS AND
mUCKLES. GUYS TO BE REMOVED
ER ONE YEAR.
MEYOR'S FLAGGING (WHITE)
2" x 2" x T CEDAR STAKES
C9
THE DAVENPORT COMPANIES
20 NORTH MAIN STREET, YARMOUTH, MA
LANDSCAPE PLAN
LOT 2 - ROUTE 6A - YARMOUTH-PORT, MA
\\D\ J. M® OTEILLY& AsSOCIATES, INC.
°ago
Professional Engineering & Land Surveying Services
1573 Main Street — Route 6A
P.O. Box 1773
(508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax
DATE: SCALE: BY: CHECK: JOB NUMBER:
10/19/2022 As Noted RFR JMO JMO-8807
#2936C
EQUAL EQUAL EQUAL
0 40 80 120
SCALE 1" = 40'
G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A-YARMOUTHPORT\DWG\Definitive Site Plans.dwg