HomeMy WebLinkAbout2936C Def Sub Plans FINAL 011123YARMOUTH,
OWNER OF RECORD:
LEGEND
MA
ROMAN CATHOLIC BISHOP OF FALL RIVER
MHB ■
MASS HIGHWAY BOUND,
LOCUS
c/o ST PtUS X PARISH
c/o
FOUND
450 HIGHLAND AVENUE
FALL RIVER, MA 02720
CB ■
CONCRETE BOUND,
s 0 5
REFERENCES:
FND
FOUND
DEED BOOK 2776 PAGE 322
CB(SET)
SURVEYORS BOUND,
m
PLAN BOOK 326 PAGE 22
/
TO BE SET
- �s
ROUTE 6A 1895 S.H.L.O PLAN, SHEET 8
O
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ASSESSORS' MAP 125 PARCEL 39
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MHB Out, N 37°29'10" W �O
N 69°17'44" E -� 0,75'
0.87' from Lot Corner
from Lot Corner
N 51°44'51" E 351.06'
(40' Wide -State Highway)
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,AREA=23,133 SF±(0.53 AC±) I
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LET 10 - 3 o LOT 2
\\ \ �" OMIRACLE WAY o ®MIRACLE WAY
AREA=15,459 SF±(0.35 AC±) N AREA=16,171 SF±(0.37 AC±)
LOT 11 = Z
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AREA=13,757 SF±(0.32 AC±) S7 z4 h^o s 60°59'45" W 125.36'
SLOPE ? 0' 36
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�, AREA=17,360 SF-(0.40 AC-) P �QW\�P SLOPE
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SEE DETAIL A �Q NE
E 00. 12'
o \
p, A 3.36'-:....:..: Q EASEMENT of /
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a ��5 •. 4 6�O /p1a onLn
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529 SOS 202,32' rn : /' ti I ? o < / -`CB(SET)
AREA=16,755 SF±(0.38 AC±) /
I
LOT 14 I�
N 69'1152„ ® FAITH ROAD E 72.36,. % l S8210
AREA=23,244 SF±(0.53 AC±) I
1
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[11]MIRACLE-WAY
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o
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44.72, 122.36,
CB(SET)
TOWN OF YARMOUTH
(SEE PLAN BOOK 298 PAGE 83 &PATER EASEMENT
LAN BOOK 305 PAGE 71)
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#0 CLINTON DRIVE
zo ♦•`- - _ _ - - - �,` N/F J. OTOUGHLIN INC.
DEED BOOK 2113 PAGE 230
♦ _ - _ _ •� ASSESSORS' MAP 125 PARCEL 70
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♦ e ate' Nletl3nd *N \
#14 JARED LANE
♦ E'ge ofVeB Wettands�Yer)
N/F JOHN PIERRE AMEER &
♦ ♦ ,% (Per MassGISDEP \ MARGARITA PEREZ
LI ♦ DEED BOOK 17694 PAGE 143
ASSESSORS' MAP 125 PARCEL 77
#0 CLINTON DRIVE ail•
N/FJ.O'LOUGHLIN INC. air.
DEED BOOK 2113 PAGE 230
ASSESSORS' MAP 125 PARCEL 70
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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:
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 MAY BE REDUCED TO
FIFTY (50) FEET IF THE LOT IS CAPABLE OF CONTAINING A SQUARE,
EACH SIDEOFWHICH IS100FT. NO POINTOFANYSIDE 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 OFA SIDE LOT LINE, OR 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.'
9
�J2
YARMOUTH PLANNING BOARD
Y t.1
DATE APPROVED: (II Z
DATE SIGNED:
0
.00
#BJARED LANE
N/F GREGG M. ALMONTE
DEED BOOK 30888 PAGE 311
ASSESSORS' MAP 125 PARCEL 78
THIS PLAN IS SUBJECTTO A COVENANT AND AGREEMENT FILED WITH THE REGISTRY OF DEEDS.
THE CONSTRUCTION OF ALL WAYS AND THE INSTALLATION OF MUNICIPAL SERVICES SHALL BE
COMPLETED IN ACCORDANCE WITH THE APPLICABLE RULES AND REGULATIONS OF THE
PLANNING BOARD WITHIN (8) YEARS FROM THE DATE OF DEFINITIVE PLAN APPROVAL.
FAILURE TO SO COMPLETE SHALL AUTOMATICALLY RESCIND APPROVAL OF THE PLAN.
OPEN SPACE & CLUSTER NOTES:
TOTAL LOT AREA:
666,507 SF±
WETLAND AREA:
545 SF±
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
ROAD AREA:
48,694 SF±
LOT AREAS (14, TOTAL):
246,872 SF±
EASEMENTS 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%±
42.5%± > 30% M IN
DATE AL; /f �3
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15' WIDE
- WATER EASEMENT
(3,752 SF± TOTAL)
7.5' OFFSET ON EACH SIDE
OF PROPERTY LINE
FOR REGISTRY USE
I CERTIFY THAT THIS PLAN WAS PREPARED IN
ACCORDANCE WITH THE RULES AND
REGULATIONS OF THE REGISTRARS OF DEEDS
EFFECTIVE JANUARY 1, 1976 AND
AMENDED JANUARY 7, 1988.
DATE 2 ' Z 0 ' 24 \~;N Cr MgsS
y� qc
O� i0i IN
L.S. EI -LY
N0.46733
WAIVERS & CONDITIONS:
' SUM1E
THE FOLLOWING WAIVERS FROM THE PLANNING BOARD'S RULES
AND REGULATIONS GOVERNING THE SUBDIVISION OF LAND WERE
GRANTED:
1. WAIVER GRANTED FROM THE PROVISION IN SECTION 4.3.1 -
EASEMENTS, THATALL UTILITY AND DRAINAGE EASEMENTS
BE A MINIMUM OF 20' WIDE, TO ALLOW FORA 15' WIDE
PROPOSED WATER EASEMENTALONG THE PROPERTY LINE
BETWEEN LOTS 5AND 6.
2. WAIVER GRANTED FROM THE PROVISION IN SECTION 5.4.2(A)
- DRAINAGE PIPING, THATALL DRAINAGE PIPING RE
CONCRETE OR CORRUGATED ALUMINUM, TO ALLOW FOR
HIGH -DENSITY POLYETHYLENE ADS PIPING TO BE USED.
3. WAIVER GRANTED FROM THE PROVISION IN SECTION 5.4.2(B)
- DRAINAGE STRUCTURES, THAT REQUIRESA MINIMUM OF
5.5' INSIDE DIAMETER DRAINAGE STRUCTURES AND
REQUIRES DRAINAGE COMPONENT CHIMNEY HEIGHTS TO BE
LESS THAN 2.0', TO ALLOW FOR 4.0' INSIDE DIAMETER CATCH
BASINS AND DRAIN MANHOLES AND CHIMNEY HEIGHTS OF
APPROXIMATELY 7'.
4. WAIVER GRANTED FROM THE PROVISION IN SECTION 5.4.4,
UTILITY LOCATIONS AND SECTION 4.2.5 - ROADWAY CROSS
SECTION, THAT REQUIRES WATER AND GAS MAINS TO BE
LOCATED ON THE SAME SIDE OF THE RIGHT-OF-WAY, TO
ALLOW FOR THE WATER MAIN TO BE LOCATED ON THE
OPPOSITE SIDE OF THE RIGHT-OF-WAY FROM THE GAS MAIN
AND TELEPHONE, ELECTRICITYAND OTHER
COMMUNICATIONS CABLES.
THE FOLLOWING CONDITIONS FORAPPROVALARE IMPOSED AND
MUST BE MET PRIOR TO REQUESTING ANY LOT RELEASES:
1. THE APPLICANT MUST RECORD THE MIRACLE WAY
HOMEOWNERS ASSOCIATION, OPEN SPACE RESTRICTION
AND EASEMENT, AND OPERATION & MAINTENANCE
COVENANTS WITH THE BARNSTABLE COUNTY REGISTRY OF
DEEDS. ALLOWED USES AND ACTIVITIES IN THE OPEN SPACE
LOT SHALL GENERALLY BE LIMITED TO VEGETATION
MAINTENANCE, PLANTING OF NATIVE TREES AND SHRUBS,
PASSIVE RECREATION ON UNPAVED WALKING PATHS, OR
CONSERVATION PURPOSES, UNLESS OTHERWISE APPROVED
BY THE PLANNING BOARD THROUGH AN AMENDMENT TO THE
CLUSTER SUBDIVISION SPECIAL PERMIT FINAL LANGUAGE
TO BE COORDINATED THROUGH THE PLANNING DIVISION
PRIOR TO RECORDING. A COPY OF THE RECORDED
DOCUMENTS SHALL BE PROVIDED TO THE PLANNING BOARD.
2. THE APPLICANT SHALL GRANTANY NECESSARY EASEMENTS
TO THE YARMOUTH WATER DEPARTMENT.
3. SEWAGE SYSTEMS MUST MEETALL STATE AND LOCAL
HEALTH CODES WITH NO VARIANCES.
4. STORMWATER AND EROSION CONTROL TO BE REVIEWED BY
A THIRD -PARTY DURING THE REVIEW OF THE STORMWATER
MANAGEMENT PERMIT APPLICATION IN ACCORDANCE WITH
THE YARMOUTH STORMWATER MANAGEMENT REGULATIONS.
A COPY OF THE STORMWATER MANAGEMENT PERMIT FROM
THE CONSERVATION COMMISSION SHALL BE PROVIDED TO
THE PLANNING DIVISION. ANY SUBSTANTIAL CHANGES
RESULTING FROM THIS PERMIT MAY REQUIRE FURTHER
REVIEW BY THE PLANNING BOARD.
5. THE PROJECT IS REQUIRED TO PROVIDE FOR TWO (2)
AFFORDABLE UNITS IN ACCORDANCE WITH THE PROVISIONS
OF ZONING BYLAW SECTION 412.
6. THE APPLICANT SHALL PROVIDE DOCUMENTATION TO THE
PLANNING BOARD FROM A REGISTERED PROFESSIONAL
ENGINEER OR PROFESSIONAL LAND SURVEYOR THATTHE
INTERSECTION SITE DISTANCES AS MEASURED IN THE FIELD,
GENERALLY MEET THOSE REFLECTED ON C6-CURB CUT
PLAN.
7. IN ADDITION TO NOTIFICATION TO THE DEPT OF PUBLIC
WORKS AND THE WATER DEPARTMENT PRIOR TO THE START
OF CONSTRUCTION, THE APPLICANT SHALL HIREA
REGISTERED PROFESSIONAL ENGINEER TO CONDUCT
PERIODIC INSPECTIONS AND PROVIDE CERTIFICATION THAT
THE ROADWAY AND UTILITIES WERE INSTALLED IN GENERAL
CONFORMANCE WITH THE APPROVED PLANS AND FOR
PREPARATION OF ACCURATE AS -BUILT DRAWINGS.
8. THE DEFINITIVE SUBDIVISION PLAN MUST BEALTERED TC
SHOW THE WAIVERS AND CONDITIONS IMPOSED BY THE
PLANNING BOARD.
S 39°13'03" E
..' 7.75' �-
EILEEN STREET
(40' Town Way)
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Top of Concrete Bound
00
Mass. Coord. System:
N: 2720127.39
E: 1007783.51
NAVD88 Datum:
EL=29.1±
5 48°34'51" W 200.21' 11
1
#68 FREEBOARD LANE \
N/F JAMES & PATRICIA CORBETT FAMILY TRUST
JAMES F. & PATRICIA A. CORBETT, TRUSTEES
DEED BOOK 30413 PAGE 61
ASSESSORS' MAP 125 PARCEL 80
CLERK O THE TOWN OF YARMOUTH, HEREBY CERTIFY THAT THE
NOTICE OF APPROVAL OF THIS PLAN BY THE PLANNING BOARD
HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO
NOTICE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS
NEXTAFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE.
YARMOUTH TOWN CLERK
NOTE: NO DWELLING OR UNIT SHALL BE BUILT ON ANY LOT WITHOUT
FIRSTSECURING, FROM THE HEALTH DEPARTMENT, THE DISPOSAL
SYSTEM CONSTRUCTION PERMIT REQUIRED FOR THE INSTALLATION
OF ASUBSURFACE SEWAGE SYSTEM.
LOCUS DOES NOT FALL WITHIN A SPECIAL FLOOD HAZARD ZONE
AS SHOWN ON FEMA FLOOD INSURANCE MAP COMMUNITY PANEL
# 25001CO579J EFFECTIVE DATE JULY 16, 2014.
LOCUS DOES NOT FALL WITHIN THE NATURAL HERITAGE AND
ENDANGERED SPECIES PROGRAM (NHESP) AREAS OF ESTIMATED
HABITATS OF RARE SPECIES AND PRIORITY HABITATS OF RARE
SPECIES.
LOCUS DOES NOT FALL WITHIN THE ZONE II GROUNDWATER
RECHARGE PROTECTION AREA.
CB Out,
S 86°53'09" W
0.24'
from Lot Corner
#2936C
DEFINITIVE SUBDIVISION
PLAN OF LAND
OF THE PROPOSED
SINGLE-FAMILY CLUSTER DEVELOPMENT
AT
LOT 2, ROUTE 6A, YARMOUTH PORT, MA
FOR
THE DAVENPORT COMPANIES
JANUARY 11, 2023
(Amended 2/3/2023 (to denote waivers & conditions))
(Prelim. Subdivision Application approved 9/21/2022)
0 50 100 150
SCALE 1" = 50'
0 10 20 30 40 50
METRICSCALE: 1"=15.24 METERS
MADE BY
J.M. O'REILLY & ASSOCIATES, INC.
1573 MAIN STREET, P.O. BOX 1773
BREWSTER, MASSACHUSETTS 02631
PHONE:508-896-6601 FAX:508-896-6602
G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A-YARMOUTH PORT\DWG\SUBDIVISION PLAN.dwg
J MO-8807
YARMOUTH,
MA
OWNER INFORMATION:
ROMAN CATHOLIC BISHOP OF FALL RIVER
C/0 ST. PIUS X PARISH
450 HIGHLAND AVENUE
FALL RIVER, MA 02720
APPLICANT INFORMATION:
THE DAVENPORT COMPANIES
0
20 MAIN STREET
SOUTH YARMOUTH, MA 02664
NOT TO SCALE
Professional Engineering & Land Surveying Services
1573 Main Street - Route 6A
P.O. Box 1'7'73
(508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax
FOR
ASSESSORS' I D: 125/39
YARMOUTH, MASSACHUSETTS
PREPARED FOR
SHEET N0. SHEET TITLE LAST REVISION DATE
CO COVER SHEET 1.11.2023
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
1.11.2023
1.11.2023
1.11.2023
1.11.2023
1.11.2023
1.11.2023
1.11.2023
1.11.2023
1.11.2023
C10 WATERSHED DELINEATION PLAN
#2936C
1.11.2023
G:\AAlo6s\THE DAVENPORT COMPANY -ROUTE 6A-YARMOUTHPORT\DWG\Definitive Site Plans.dwg
TEST HOLE 7: EL=35.9t
TEST HOLE 9: EL=50.2t
TEST HOLE 13: EL=42.Ot
YARMOUTH,
MA
SOI L TEST LOGS:
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 Loam Sand
10YR3 1
NONE
8-24
B
Fine Sand Loam
10YR7 4
NONE
24-76
Cl
Fine Sand
10YR7 8
NONE
76-162
C2
Medium Sand
10YR68
NONE
S%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 Loam Sand
10YR3 1
NONE
8-29
B
Fine Sand Loam
10YR7 4
NONE
29-121
Ci
Fine Sand
10YR6 6
NONE
121-144
C2
Coarse Sand
SYR6 8
NONE
TEST HOLE 3: EL=58.D±
DEPTH FROM
SURFACE
(INCHES(
SOIL
HORIZON
SOIL
TEXTURE
(USDAI
SOIL
COLOR
(MUNSELLI
SOIL
MOTTLING
OTHER
0-9
A
Flne Loam Sand
10YR3 1
NONE
9-29
B
Fine Loam Sand
10YR7 4
NONE
29-128
C1
Coarse Sand
10YR66
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 Loam Sand
10YR3 1
NONE
8-25
B
Fine Loam Sand
10YR7 6
NONE
25-SS
Cl
Ccarse Sand
10YR6 6
NONE
10%Cobbles
68-120
C2
Coarse Sand
10YR7 4
NONE
TEST HOLE S:
EL=47.St
DEPTH FROM
CI IGCA!'F
SOIL
Ur101>rl�l
SOIL
TCYTI IGC
SOIL
!'hl tlO
SOIL
nnllTfl Inl!_
OTHER
3�
3Z
0
so
s2
0
ao -
3a
0
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORI20N
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
0-6
A
Fine Loam Sand
10YR3 1
NONE
6-24
B
Fine Loam Sand
10YR5 8
NONE
24-47
Cl
Loam Sand
10YR6 8
NONE
15%COBBLES
47-162*
C2
Med-Crs Sand
10YR68
NONE
15%COBBLES
*PERCHED GW @ 156", EL=22.9±
TEST HOLE 8: EL=28.1t
SUR ACE OM
(INCHES)
HOIRIZON
TENURE
(USDA)
COLOR
(MUNSELL)
MOTTLING
OTHER
0-6
A
Fine Loam Sand
10YR3 1
NONE
6-27
B
Fine Loam Sand
10YR7 4
NONE
27-96
Cl
Coarse Sand
10YR6 6
NONE
10%COBBLES
*PERCHED GW @ 84", EL=21.L+
DATE OFTESTING: S/28/2020 (TEST HOLES 1-8)
WITNESSED BY: ROBERT REEDY, J.M. O'REILLY &ASSOCIATES, INC.
GROUNDWATER ENCOUNTERED @ 156", EL=22.9t IN TEST HOLE q7
i
LOT 2
AREA = 666,507 SF± � \
1
I
mir
i
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
0-8
A
Fine Loam Sand
10YR3 2
NONE
8-28
B
Loam Sand
10YR6 8
NONE
28-120*
CS
Med-Crs Sand
10YR76
NONE
*PERC @ 40"; DRY IN 4:37 MINUTES
TEST HOLE 10: EL=64.L+
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
0-7
A
Fine Loam Sand
10YR3 2
NONE
7-14
B
Loam Sand
10YR6 8
NONE
14-42
Cl
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.St
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELLI
SOIL
MOTTLING
OTHER
0-7
A
Fine Loam Sand
10YR3 2
NONE
7-14
B
Loam Sand
10YR6 8
NONE
14-42
Cl
Fine Sand
10YR7 8
NONE
42-120*
C2
Med-Crs Sand
10YR7 6
NONE
*PERC @ 31"; DRY IN 7:30 MINUTES
TEST HOLE 14: EL118.2±
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
0-7
A
Flne Loam Sand
10YR3 2
NONE
7-14
B
Loam Sand
SOYR6 8
NONE
14-42
Cl
Fine Sand
10YR78
NONE
42-120*
C2
Med-Crs Sand
10YR76
NONE
*PERC @ 38"; TIMED: 9"-6" IN 6:40 MINUTES, 2:13 MIN/IN
TEST HOLE 16: EL=54.2t
In�
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
3z EXISTING CONTOUR
3z PROPOSED CONTOUR
xiza4 EXISTING SPOT GRADE
zaxs PROPOSED SPOT GRADE
— w— WATER SERVICE LINE
—E— UNDERGROUND ELECTRIC SERVICE
TEST HOLE /BORING LOCATION
sT SEPTIC TANK
DB DISTRIBUTION BOX
sAs SOILABSORPTION SYSTEM
Reserve RESERVED FOR FUTURE
� UTILITY POLE
® CATCH BASIN
YY FIRE HYDRANT
® DRAINAGE MANHOLE
s Back of Berm � Q�ac ■ CONCRETE BOUND, FOUND
�_ Paved —'—�— LIMIT OF WORK
—401.09'TOHOCKANOPII\DICLTOCL) -------------- -- Dryve FENCE
— — — T � _ t GUARDRAILS
_ � —__ � EDGE OF CLEARING
FND __-___. � 430.06' Tp DU
_� � _ BARD REACH (�� 7° avemen� t
aver � O�U�� 5a � —
Pullo£L -- _
r sa
(1
—__ �_ I
\ �
S� � o to
� � � �-i
62
,v � ®ss �� �� � ID
f ti � ��
a ° � � to �
. - � �
O n
sa \ � � � I
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
0-7
A
Fine Loam Sand
10YR3 2
NONE
7-14
B
Lcam Sand
10YR6 8
NONE
14-42
C1
Fine Sand
10YR7 8
NONE
42-120*
C2
Med-Crs Sand
10YR7 6
NONE
*PERC @ 29"; DRY IN 12:51 MINUTES
TEST HOLE 12: EL=28.4t
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELL(
SOIL
MOTTLING
OTHER
0-7
A
Fine Loam Sand
10YR3 2
NONE
7-14
B
Loam Sand
10YR6 8
NONE
14-42
Cl
Fine Sand
10YR7 8
NONE
42-120*
C2
Med-Crs Sand
10YR76
NONE
*PERC @ 41"; DRY IN 12:01 MINUTES
Mass. Coord. System:
N: 2720847.75
E: 1006864.30
NAVD88 Datum:
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
0-7
A
Fine Loam Sand
10YR3 2
NONE
7-14
B
Loam Sand
10YR6 8
NONE
14-42
Cl
Fine Sand
10YR7 8
NONE
42-120*
C2
Med-Crs Sand
10YR76
NONE
*PERC @ 37"; ORY IN 4:15 MINUTES
DATE OFTESTING: 8/26/2022 (TEST HOLES 9-15)
PERCOLATION RATE: LESS THAN SMIN/INCH IN 'Cl' 8:'C2' LAYERS.
WITNESSED 8Y: ROBERT REEDY, P.E.,1.M. O'REILLY &ASSOCIATES, INC.
ANIANDA LIMA, P.E., YARMOUTH ENGINEERING DEPARTMENT
NO GROUNDWATER ENCOUNTERED
� 7P4 h4 A
_. ® P
O
�� // ��
36 O O / � / ---`
Bo Ider bn I
� �� l s
gI
/ ` \ � \ I Sry
I � 1 (/ fi2 i
� � � �� as
rl
� � �� i 62 ,� 0 ��
Cl Bo Ider
�� c
�� / �-��� �r� � ® � � o
� i
� � � 1 � \ ,
/ i
�- �
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� ma
.-_ o
� \ �s _
\/ \,
- - _ / �- � � `� EILEEN STREET
W � �- � � � � I a8 (40' Town WaY)
— W � /)
�N � W� Wa 5a � � � � � �� �
— � W� W
W �W IN W— eb � TDW�16p 5g �
W�� WAR�OU=H WAT=T�MENT S�
ELECTRICgL EASE
180' WIDE MENT
.�� �°� - -
- �� _ •�
i �_-_ �.`
i' --___
�e< — ,� _ _
9V
T
3g0� ? d
— o�
_ m
� �
� 'IV` \
� / , ^ ' ' Ed Be of VeBemtWeWands LaYerl �-
�� � (per Mass GIS DEP �
/ � � �_
JL � ,� �
,Vn �
,d� a.. \
#2936C
JOHN
M.
'I O'FEILLY
N0.48733
0 50 100 150
SCALE 1" = 50'
G:\ANobs\THE DAVENPORT COMPANY -ROUTE 6A VARMOUTHPORT\DWG\Definitive Site Plans.dwg
Top of Concrete Bound
Mass. Coord. System:
N: 2720127.39
E: 1007783.51
NAVD88 Datum:
EL=29.13
FND
THE DAVENPORT COMPANIES
20 NORTH MAIN STREET, YARMOUTH, MA
EXISTING CONDITIONS PLAN
LOT 2- ROUTE 6A- YARMOUTH-PORT, MA
J.M. O'REILLY &ASSOCIATES, INC.
Professional Engineering &Land Surveying Services
1573 Main Street —Route 8A
P.O. Bos 1773
(508)898-8801 Office Hre�vater, MA 02831 (608)898-8802 Fen
IATE: SCALE: BY: CHECK: lOB NUMBER:
1/11/2023 As Noted RFR JMO JMO-8807
ZONING:
ZONING DISTRICT: R-40
REQUIREMENTS
LOT AREA: 40,000 SF
FRONTAGE: 160 FEET
FRONTSETBACK: 30FEET
SIDE SETBACK: 20 FEET
REAR SETBACK: 20FEET
BUILDING COVERAGE: 25%
SINGLE FAMILY CLUSTER DEVELOPMENT REQUIREMENTS:
LOT AREA: 10,000 SF
LOT WIDTH AT BLD'S: 100 FEET
FRONTAGE: 1W FEET* (50' IF 100'x100' SHAPE CAN FIT)
FRONT SETBACK: 26 FEET
SIDE SETBACK: 12 FEET
REAR SETBACK: 20FEET
LDT COVERAGE: 25%
OPEN SPACE: 30%MINIMUM
PERYARMOUTH ZONING BYLAWS, SECTION 402.7.3- DIMENSIONAL REQUIREM
•THE MINIMUM REQUIRED FRONTAGE MAV BE REDUCED TO FIFTY (50J F
THE LOT IS CAPABLE OF CONTAINING A SQUARE, EACH SIDE OF WHICH IS S00
POINT OFANYSIDE OF THE REQUISITE SQUARE SHALL EXCEED A DISTANCE FRO
STREET GREATER THAN 250 FEET'
SETBACKFROM BOUNDARY OF DEVELOPMENT.- NO DWELLING WITHIN A
CWSTER DEVELOPMENT MAY COME CLOSER TO THE BOUNDARY OF THE
DEVELOPMENT THAN FIFTY (50) FEET. NO ACCESSORY STRUCFURE SHALL BE P
WITHIN 30 FEET OFTHE FRONT LOT LINE, WITHIN 10 FEET OF A SIDE LOT LINE, D
WITHIN 12 FEET OFANY OTHER BUILDING. ACCESSORY STRUCTURES OF UP TO
SQUARE FEET MAV NOT BE PLACED CLOSER THAN 10 FEET FROM A REAR LOT LI
ACCESSORY57RUCTURES OF I50 SQUARE FEET OR MORE MAV NOT BE PLACED
CLOSER THAN 20 FEET FROM A REAR LOT LINE.'
#2936C
work of Berm
CLUSTER CALCULATIONS:
TOTAL LOT AREA: 666,507 SF±
WETIAND AREA: 545 SFt
TOTAL UPLAND AREA: 665,962 SF±
AREA UNDER EASEMENT: 120,0985Ft
10%OF EASEMENT AREA: 12,009 SF±
TOTAL AREA FOR CLUSTER:
AVAILABLE LOT AREA=(666,962-120,098)+ 12,009
= 657,873 SF±
NUMBER OF LOTS ALLOWED: 557,873 / 40,000 =13.96 " 14 LOTS
OPEN SPACE CALCULATIONS:
LOT 1
11,425 SFt
LOT 2
16,1715F±
LOT 3
14,070 SFt
LOT 4
16,766 SF±
LOT 6
18,856 SFt
LOT 6
20,667 SF±
LOT 7
12,fi80 SF±
LOT 8
23,133 SFt
LOT9
22,6845Ft
LOT 10
15,459 SFt
LOT 11
13,767 SF±
LOT 12
20,711 SFt
LOT 13
17,360 SFt
LOT 14
23,244 SFt
SHAPE KEY:
I-
100' x 100' SHAPE REQUIREMENT
YARMOUTH,
MA
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
O X7234 EXISTING SPOT GRADE
1sD 14x5 PROPOSED SPOT GRADE
NE. ��0� — w— WATER SERVICE LINE
/ C� —E— UNDERGROUND ELECTRIC SERVICE
�Baal � � TEST HOLE /BORING LOCATION
�o sr SEPTIC TANK
�,�P��° / DB DISTRIBUTION BOX
O� �D� Top of Mass Highway Bound sas SOILABSORPTIONSYSTEM
` Mass.Coord.system: Reserve RESERVED FOR FUTURE
/ ✓ / N:2720847.75
E: 1006864.30 �-+ UTILITY POLE
° NAVDaB Datum: ® CATCH BASIN
Q EL=53.4± tr FIRE HYDRANT
/ �a� / ■ CONICRETE BOUND, FOUND
Back of Berm �
/ �--4D1.09 TOHOCKANOMRD(CLTOCL)---_--__---- Paved —'—'— LIMIT OF WORK
p ' 1 �• q — — Drlve FENCE
IL--_--_—AO-L�-�-�"------------ — _ — GUARDRAILS
(40' Wide- State Highway) �7' — _ _ _
�-�— Z _ _ _ OF CLEARING
FND '�I
w � 43p.06, TO O
______ SJGHTEASEMENT � ___—_ � � I 9 - U7yygROREgCEBeo ave �
_______�___��_ ________ f / `:aa �.c �N(CLTO ment 1
o Q' 3 ave ` � �L/_�— � —
Z I I '• Pulloff �`--
-. ¢� o ave ` � — _ _
:...._ 142.31' ......._ 0 137.97' � H-------
t� of -----
1
/`• -�---- � LOT 7 °� -... / ..•32.64,.., � � � _ _ -----,
�.----
I 30,9't'3 —
a;
/ n
m
I , ���,, h 12,680 SF± Z � ��N � I '� � �
OPEN SPACE tl 5. _ � "�/ o� ;. ;� �
m 63.5' e�Qyl- �� 2 3� m I� i ,n ry
TOTAL AREA = 237,826 SF± c I � ,�o /ros s s• ! � � � < I a o'e
WETLAND=545 SF± I 46.6't •.,• ^' Q
UPLAND=237,2815F± •.• �--�'•''•�'�•' I
C
I •: R \`I ~ S6 ro I '•, Ij�I •, ..46.7p'• •, 2S'
i I `� 2 , 3 � .:. I � .93' .+, T ` N z4.1't 'o
h°' ..._�43 132.89' :•I:•.;•.• �� I 30.0't Zo ,�y
7h0• .i'I � _>> 249.3g, _....... � �'�::� 2�1' n w� �
_ �' T
22� _ I 92.06' ++ P � Irn
,,- \ ��, I � � .�. •:h�: �.�• SOT 1 � _
o„ \ I 3w J,� I •�•" '' :m � 11425 SF
� � 155 I ¢ � T ISTREET�� %2 uoi I $ I c.. in 96.38' �
i \ •' , v � _--260A0' � �--- � -- —-----969i'-----�� � > 3_ � -- —_ 62.6i
\ � E���NG \'.. y ��•__--� � I� spin I �o � z�,
\ � d��0� �,y�' \430 m . � m , • I �d' I� 30.0'± -� � LOT 2
\ •:.;:: \ o --- �, �:6D.Df•:••.,� � o mo 16,171SF±
�•�'., \ .���::�.�:: LOT 1� � p L 1 •` w � LOT 10 �T
1DtiyD \ • • � � �� � , . n Q a o 15,459 SF± :•, I I .. .�• .
IS m ,•.
S >� .,�.• N AAA, P � I
ss ��y"Y\NO • •'?� FASf:�NT �' � Py I ^' + I `� 0 9 9't
�� � `�
TOTAL: 246,872 SFt � � ���� � �o
ROAD AREA: 48,6945F± DWELLING FOOTPRINTS (AS SHOWN)=46'x28' Qa° NOT TO SCALE
EASEMENT OUTSIDE OF LOTS (TOTAL): 25,026 SFt C
��
TOTAL OF ROAD, EASEMENTS AND LOTS; 320,592 SF± SEWAGE SYSTEM KEY � PLAN BOOK 326 PAGE 22
ENTS: OP EN SPACE PROVIDED: (557,873- 320,592) = 237,281 SFt
EET IF (Z37,281 / 557,873) X 100% = 42.5%t > 30% M I N
FT: NO
M THE
LACED
R
� 3 6 9,y QgRD�Y;S°' :; •, ���p88.1 = '' ' � I "' --- 6 .
::I•:;•:,•.; T �k; /...... O+SO 0 0 30.0'± �o�i
O� 0.g0's g: /yq � � $ p w
tiAd� aeoFE� -sue 01' �*��°� � m �1 -+ � 0 14, 0 SF±
�� �.I .I' f`*� �� / 9 p0 I ;; _rye;;;;:'
P :. � o �'
LOT 13-��.: �• R,
.o �ry ... O� � /— •— _ _ _, � � OPE EASEMENT �S „o� I '! 5.
0 17,36D SF± - �, , P5 '� ti� �/ i 1 �, *T -ti laz.aa' _
���CCC��, c�
FUTURESEWER ` p"13•35 xpo p0�
EASEMENT �` � �� � / / I
3+87� � � / � , � pA i j o
�� � 3 \ N �
` / I � \ •• _
• : x� • • 100.12'
ry Sip � I w \ � � �
o F9�� p �� / l9 Pyoo/� � ry \\
J �p \
r, •:�A198 ,,, ,n a '�: �,�� S � '
� � 2�a, aim � / `° ��°``V �'z.� / W
�p LOT � � �? �.� .:- "�° � o
' w
23,2445,:±:: o�E���NG � I :` 16,7 •SF±:.:•�. � _
:: 4TOF EELS � 72.36,
I _ '• ••' /
�' �+
Ati d 21 � 0 32.81t m � I / � 74.87, U
11 0 / �II�
o I TOF EL= '� :43_q±; ,...: •. rry l
-- -. / 4BR DC1r� Ot • :': • � : �' ••III _ o I
.��
:;tl::: � � I � :: 48RD�rELLING I p
_ I m LOT 2.1t � l/ � .�;�.J TOFEL=65.Ot l � S
a � I � � T
• L 20 _ / I /� � LOT 5 3�.5t � � EILE o Town WaYI
— — w _ w _w� — � 1 _ 6' _ 18,856 SF± I
W� W � W fly � � /
� .-.. '
w �w � w �w WOW�FYARMOUT � —
_- W` =WATER EgsEMENT � � —
ELECTRICAL EASE
1ao' WIDE MENT
— — ---
- —� _
.• —__
.• ---_ •.
— — _ •.
1°D �o�e �
ti�
T
39°� r'�
o �G � _
_ _ 'P t°. p
� � ,D � �
� � � _
_ / � � �
�' Edge of VeBemtW W nds W1'er) 1
� � � (per Mass GIS DEP �
I� �
� �- ,�. \
--'�� — �
�.
� � \
JOHN
M.
O'HEILLY
NO. 46733
0 50 100 150
SCALE 1" = SO'
G:�p,Alobs\THE DAVENPORT COMPANY -ROUTE 6A-YARMOUTHPOR"f�DWG\Definitive Site Plans.dwg
B,
FND
Mass. Coord. System:
N: 2720127.39
E: 1007783.61
NAVD88 Datum:
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 Mein Street -Route BA
P.O. Bos 1773
(508)898-8801 Office Bre�reter, ]NA 02831 (50B)898-8802 Fax
IE: SCALE: BY: CHECK: JOB NUMBER:
1/11/2023 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
PVI STA = 2+10.57
PVI ELEV = 58.77
A.D. = 6.0
K = 19.16
114.94' VC
N
PVI STA = 3+95.47
PVI ELEV = 53.22
A.D. = 8.0
K = 13.77
110.18, VC
o I�N '
' � m
QI
Liz
ROI
EDGE OF PAVI
EL
56
52
um
0
wp
owl
to vi
.+
Irvvri
mm
re
I�w
Liu
'ui7
u
`ti
.0
IO
i7'
to
In
Z�
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uu
mml
m
?w
mml
31m=
I
I
Iw?
I�w
OIz>
W
m
I
cn�m
Ip
I
I
I
I
11TE 6A I
I
)
IMENT=54
I
I
m
r
_
in =
30
A
'
OO
�O
Z
to
mn
2.00
�
z
y
o
c�ilo
p
n
Oln
z
n
m
c
m
n
v
r
STA 3+83.06-
o
n
<
STA 0+38.92-
T
ONE (1) SOLID
�Ip
TWO (2) SOLID
I
CATCH BASIN
o
m
zIn
D
VIMp
CTCH
RIM EL 53.S BASINS
M I
AC L E
WAY
RIM EL=54.0
p
zl�
o-Fmo
olz
Iz
I;
Ln
Im
l0
1
1
IZ
I
I
I
�
I
I
zcd
I O
LL'4 r
N
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h
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h
m
R
m
tl-
ul
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i
u00t
Lr)n
a
N
-0+50 0+00
Liz
56
52
to
36
32
0+50 1+00
PVI STA = 0+33.09
PVI ELEV = 53.64
A.D. = 4.0
K = 7.96
31.84' VC
N
m
1+50 2+00 2+50
+
+ N
uur•
u
i
mml
� �
I
FAIT
STA C +5 .79-
TWO (2) SOLID
I
CATC BASINS
(CAS ADE GRX
Z 0%
LL=52.2
�I
RIM
n 55
Dln
-
m
m
Rm
600
o
cl)Im
Im
\IZ
Im
1m
In
-I
10
I
Sm A 1+95.14-
—
TWO (2) SOLID
CATCH BASINS
(ASCADE GRATES)
I
RIM EL=43.6
I
O
F`°I�p
N
°°
`°
m
cd
a
-0+50 0+00
WATER MAIN NOTES:
0+50 1+00
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.
G3�7
56
52
1+50
(2) WOODEN GUARDRAIL SEI
T OFFSET FROM ROAD L
(SEE DETAIL AND ROAD CROSS-SI
ON C5- DETAILS & I
PROPOSED HYDRANT
WITH GATE VALVE
3+00 3+50 4+00 4+50 5+00
PVI STA = 2+61 37 PVI STA = 3+42.79
T
d�aV E,,tetMjfNe
X1�6\'%g
ai
PPPTD)1rfl
PIS
c: n
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6A zip
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27
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v
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r
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56
52
-150' -100' -50' 0+00 +50' +100' +150'
8" WATER
5+50
TRIPLE GATE CLUSTER & j
NOT TO SCALE
/ GATE VALVE
F�
8" WATER MAIN 3� /
W
/ 3 /
1 TEE
'ALVE / 3
> 3 /�
z / /
�3L
TOWN OF YARMOUT
W WATER EASEMENT
W�
PROPOSED8" WATER MAIN CONNECTION
WITH EXISTING 12" WATER MAIN
USE CUT -IN TAPPING SLEEVE WITH VALVE
SEE WATER MAIN NOTES
56
52
ROAD PROFILES
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=4'
EXISTING CENTERLINE
PROPOSED CENTERLINE
48
44
JOHN M.
O'REILLY
CIVIL
NO. 36200
°an°ncrn I iNi nraq ROUND ELECTRIC /
SERVICE CONNECTION AT
)LE
IECTION WITH
EVERSOURCE)
IN CONNECTION
MAIN
IECTION WITH
NATIONALGRID)
[R MAIN CONNECTION
NATER MAIN
FH TRIPLE GATE CLUSTER
:TAIL & WATER MAIN NOTES
ONNECTION
4AIN
GATE CLUSTER
ATER MAIN NOTES
G:\AAlobs\THE DAVENPORT COMPANY -ROUTE 6A-YARMOUTHPORT\DWG\Definitive Site Plans.dwg
YARMOUTH,
MA
�° NOT TO SCALE
a�
�\ 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
F32-1 EXISTING CONTOUR
32 PROPOSED CONTOUR
x12.34 EXISTING SPOT GRADE
ty�Q 24x5 PROPOSED SPOT GRADE
OVEGETATION TO BE CUT BACK WITHIN SIGHT EASEMENT MI DRY WATER QUALITY SWALE CONNECTED TO -yy- WATER SERVICE LINE
AREA AS REQUIRED TO ALLOW CLEAR AND CONTINUOUS STORMWATER MANAGEMENT SYSTEM, EXCESS FLOW
VEHICLE SIGHT DISTANCE FROM THE PROPOSED INTERSECTION. CONTINUES TO LEACHING FACILITY. - E- UNDERGROUND ELECTRIC SERVICE
/a� / BOTTOM OF SWALE=48.5± TEST HOLE / BORING LOCATION
/P/ \� �a OUTLETRIM=50.0± ST SEPTICTANK
/t OUTFALL PIPE (WITH SPLASH PAD)=50.5±(MIN.)
DB DISTRIBUTION BOX
28' X 14' STORMWPITS, LEACHING FACILITY:
�p1 Top of Mass Highway Bound sqs SOIL ABSORPTION SYSTEM
Mass. Coord. System: (2) 6'�X6' LEACH PITS, 14' ON CENTER Reserve RESERVED FOR FUTURE
N: 2720847.75 WITH STONE AROUND
E:1006864.30 INLET INVERT=47.0± ro, UTILITY POLE
c` BOTTOM OF LEACHING=42.0±
NAVD88 Datum: ® CATCH BASIN
EL=53.4±
ellWOODEN GUARDRAILS 17 FIRE HYDRANT
@SLOPED AREA ® DRAINAGE MANHOLE
.BackofBerm ■ CONCRETE BOUND, FOUND
_--__-_- MANHOLE -.-.- LIMIT OF WORK
HOCKA OM RD (CL TOCL) aved RIM5
---_ RIM= FENCE
Drive INLET INVE INVERTS=51.0±
OUTLET INVERT=50.9± GUARDRAILS
Back of Berm L_-------RO .�add - oT'
(40' Wide State Highway) 3-- _ _add- _ ROOFEDGE RUNOFF
ING
DRY
WELL
FJD+� w• _ _ 430.11 --
Ed e of Pavement 7 54x5 52 _
SIGHT EASEMENT + _ ' - TOO ]
Back of Berm +7_.��.�.�I 4Sx5 97.00, UTWARD R� El3eop _
C
zzar
I - CH (CL TO
S LOWllo
I eve puff
54x5 Q .RESERVE Io I a I' ave
\\ o 54 O Z POINI(iv"o _
�� r'
Sa � iT ~ �
_ n + O
, 7
,,7-7
OTI 1- - _
add
0 12,680'3F± za I y
A 0 OPEN SPACE �o% I ��� owe I
adalTOTAL AREA = 237,826 SF±� I aa�oF �T0S4s s a o 61
I WETLAND = 545 SF±
m N / I 2 CATCH BASINS O
FTI UPLAND = 237,281 SF± I �- 0 25' RIM=53.8± C
OUTLETINVERT=51.3± -I
DRY WATER v/in v 60
QUALITY SWALE iEP�9 2 3 •: _ I T
�JrO S2 I ce +I I' i I ROOF RUNOFF DRYWELL (TYPICAL)
/ Jadd I I jR I�
w L' (2) UNITS IN SERIES (15.5' x 4.3T)
TOTAL OF (4) UNITS PER DWELLING rz
DRY WATER +�" x _ I n _ add.o I III a I < m
QUALITY SWALE /+/ 16 ± �� _ .,:..�` I - *+ D
I a add add.
ad ad ad
>OINT.:•.OT 1 II =
w y I 11,425 SF
o-------------- ------ 13 ----- I
a _ _ ISTREEf�- ,^11I.1'1"' taa
�+ ; rl A
\ o � 250_00 lT�- r777jjjVVVii'JJJ��` I P P Q O
LYNG I <o z o
LOT2 I (2)CACHBASINS W/CASCADE GRATES
(2) CATCH BA51NS W/ CASCADE GRATES \ '(O /
RIM=43.6± L "w p 16 171 SF+� OUTLET INVERT=49.7±
OUTLET INVERT=41.7+
ad adOT 1 L 1 W OT 0 m (1) MANHOLE
(1)MANHOLE \-'20,7119± wr+ Ow I '-' i INLRIMETI VE
RIM=43.8± +/+ \ c 15,459 S + INLET INVERTS=49.5±
INLET INVERTS=40.9± + i �` �m ti0 I OUTLET INVERT=49.4±
OUTLET INVERT=40.8± . A.
j I vi (1) CATCH BASIN
01. 4>/: v No RIM=54.0±
58 I OUTLET INVERT=51.5±
S025
0'S LOPEEFS�j"t I I I ---
4� F �� u
��� _
-aaaa
�J 9�D� a30 :.4 / 1t50 i. j' oo U..25' 4.FOF� X 14, 0 F± I DRY WATER
YTER ' o 7 I i SWALE
(1)MANHOLE n C'� G
RIM=39.9± I `O yP
INLET INVERT=37.5± P/
OUTLET INVERT=37.4± T LOW 5L P:EASEMENT
I rO / 13 o I I5
DRY WATER POINT /���
QUALITY SWALE e ,,CP 1 , 6 _ ti�'
(1)MANHOLE
RIM=38.6± E 5 E „p0(N
INLET INVERTS=35.5±
OUTLET INVERT=35.4± i
(2) CATCH BASINS '��Oo v 3+82 r �}+/ off, S8
RIM=38.2±
OUTLET INVERT=35.7± N +�
m
M2 DRY WATER QUALITY SWALE CONNECTED TO -. I 33xD 336 m v / / \ _x
STORMWATER MANAGEMENT SYSTEM,
EXCESS FLOW CONTINUES TO LEACHING FACILITY.
BOTTOM OF SWALE=33.0±
OUTLET RIM=34.5±
OUTFALL PIPE (WITH SPLASH PAD)=35.0±(MIN.)
WOODEN GUARDRAILS -
@ SLOPED AREAS
70' X 28' STORMWATER LEACHING FACILITY:-
(10) GO X 6' LEACH PITS, 14' ON CENTER
WITH STONE AROUND
INLET INVERT=31.5±
BOTTOM OF LEACHING=26.5±
ROOF RUNOFF DRYWELL (TYPICAL)
CULTEC RECHARGER 330XLHD
(2) UNITS IN SERIES (15.5' x 4.33')
TOTAL OF (4) UNITS PER DWELLING
#2936C
N so,\ x�
/ � \ is
40 - O 50'
N �
O O2:-DRY WATER
QUALITY SWALE
1
/ Raw
J \ +add F
4SPD�E45 �t I /
TOF EL"
add
� _ xLIMITOFWORK`x�,.\/+
TOFEL,6S. G 4 I
J m m \ III 48 '
TOF°WELLING I
L+\ LOT l II
EILEEN STREET
LOT 5-Jar
(40' Town Way)
- _ I
_ x_k~x` _ io
Jr
rTOWN OF YARMOUTH WATER -
EASEMENT
\ ELECTRICAL EASE
180' WIDE EASEMENT 13520
T -
L
�/ - Edge of VegetaiWeWends Layer) �-
lakand
,/ ,L (per Mass GIs DEP \
I1 \
i. � \
A
JOHN M.
O'REILLY
CIVIL _
NO. 3c�200
0 50 100 150
SCALE 1" = 50'
G:\AAlobs\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±
THE DAVENPORT COMPANIES
20 NORTH MAIN STREET, YARMOUTH, MA
GRADING &DRAINAGE 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. Boa 1773
(508)898-8601 Office Brewster, MA 02631 (508)686-6602 Fax
SCALE: BY: CHECK: JOB NUMBER:
1/11/2023 As Noted RFR JMO JMO-8807
ROADWAY PAVEMENT SECTION: DRIVEWAY PAVEMENT SECTION:
L`' z NOT TO SCALE
J NOT TO SCALE Z
wp 1 WQ REQU/REDACCESS PRUNING ZONE
rn (RIGH40 WAY) V' F T12'TALLXI4'WIDE)
241 TYPICAL WOODEN GUARDRAIL
' '
2' (MIN.) 8' SHOULDER 8' �10' (ACCESS)
SHOULDER opal\���1 1
12" � 1212� 12 � 20 (PARKING) ,
3" HIGH BERM 3" HIGH BERM 1MPy SV 2 2 S\
1/4" PER FOOT PITCH 1/4" PER FOOT PITCH (MAX)
---- �� — -- ----- — 1ti 1/4" PER FOOT PITCH
4" TOPSOIL
S
XP -
- ,
y
ti 3L� ..,., . ,.._•.:. .::... ......
3 GAS MAIN I 611 6"
CABLE/ELECTRIC LINES 3ti
6 I" FINISH COVER (ROLLED)
1" FINISH COVER (ROLLED)* 3 8" WATER MAIN 15' BINDER COURSE (ROLLED)
2" BINDER COURSE (ROLLED)* 4" DENSE GRADE CRUSHED STONE BASE (14' WIDE)
91/2" DENSE GRADE CRUSHED STONE BASE ((2) 4 3/4" LIFTS)* (MIN) 4" CLEAN SAND (SUB -BASE)
(MIN) 4" CLEAN SAND (SUB -BASE) 5' MINIMUM ALL DRIVEWAY FILL SHALL BE CLEAN SAND PLACED IN
ALL ROADWAY FILL SHALL BE CLEAN SAND PLACED IN SEPARATION FROM ALL (MAX) 6" LIFTS AND COMPACTED TO 95% DENSITY AS
(MAX) 6" LIFTS AND COMPACTED TO 95% DENSITY AS DRAINAGE STRUCTURES DETERMINED BY THE MODIFIED PROCTOR TEST
DETERMINED BY THE MODIFIED PROCTOR TEST
(*SEE BELOW NOTES FOR SPECIFICATIONS ON ROAD CONSTRUCTION
WITHIN ROUTE 6A STATE HIGHWAY LAYOUT)
STATE HIGHWAY LAYOUT PAVEMENT NOTES:
• PROPOSED ROADWAY (WITHIN SHLO) SHALL HAVE AN 8" GRAVEL BASE THAT HAS BEEN MACHINE
COMPACTEDTHEN PAVED WITH 4" OF HOT MIX ASPHALT (HMA) LAID IN TWO COURSES CONSISTING
OF A 2-1/2" BINDER COURSE AND A 1-1/211 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
2411x24" Cast Iron Frame and Grate
Raised to Grade
Use EJIW LF248-2 OR EQUAL
12" DIAM. HOPE @ 1%PITCH
24" Diann. Cast Iron Frame and Cover
- Raised to Grade
Use EJIW LK 110A or Equal
Berm.
Solid 4' Dia. Solid 4' Dia.
Catch Basin Manhole
USE H-20 USE H-20
AS MANUFACTURED BY SHOREY OR EQUAL AS MANUFACTURED BY SHOREY OR EQUAL
M2 DRAINAGE FACILITY SECTION:
NOT TO SCALE
24"x24" Cast Iran Frame and Grate
Raised to Grade
Use EJIW LF248-2 OR EQUAL
12" DIAM. HOPE @ 1%PITCH
12" DIAM. HOPE @ 1%PITCH
30'±
24" Diann. Cast Iron Frame and Cover
_ Raised to Grade
Use EJIW LK 110A or Equal
Solid 4' Dia. Solid 4' Dia.
Catch Basin Manhole
USE H-20 USE H-20
AS MANUFACTURED BY SHOREY OR EQUAL AS MANUFACTURED BY SHOREY OR EQUAL
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,
MI Dry
Water Quality Swale
SEE SWALE NOTES
RIP -RAP SPLASH PAD
SEE RIP -RAP DETAIL
12" DIAM. HOPE @ 1%PI7CH
M1 STORMWATER LEACHING FACILITY:
SCALE: 1"=20'
M2 STORMWATER LEACHING FACILITY:
SCALE: 1"=20'
STRAW WATTLE/EROSION CONTROL DETAIL:
TYPICAL SECTION
Fill
3" Height Cod Stake
FLOW DIRECTION traw Wattle
xisting Grade
1.) LIMIT OF WORKSHALL 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
w
y 31 3 a 4.0'
o �
Transformer Pad
Shrub Planting (Typ.)
4'
24"x24"x4" Tall 'Beehive'
Cast Iron Frame and Grate
Raised to Grade
Use EJIW 1020-01 OR EQUAL
18" MAX. WATER DEPTH
12" DIAM. HOPE @ 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:E
RIP -RAP SPLASH PAD
SEE RIP -RAP DETAIL
LJ�\
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 PREPAREDAND
SUBMITTED ALONG WITH THE ACCOMPANYING NOTICE OF INTENTTO THE UNITED STATES ENVIRONMENTAL
PROTECTION AGENCY, THE SWPPP WILLCONTAIN ALL SPECIFICATIONS AND REQUIREMENTS FORSTORMWATERAND
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.
DRAINAGE CONSTRUCTION NOTES:
24" Diann. Cast Iron Frame and Cover 1.)ALLCOMPONENTS, SUBJECTTO WHEEL LOADS, SHALL BE RATED H-20.
Raised to Grade (AU-5 UNITS) 1) ALL WORKMANSHIP PROVIDED SHALL BE IN CONFORMANCE WITH THE TOWN OF YARMOUTH
Use EJIW LK 110A or Equal PLANNING BOARD & ENGINEERING SPECIFICATIONS.
3.) ANY MODIFICATIONS AND/OR DEVIATIONS FROM THE PLANS SHALL BE REVIEWED AND
APPROVED BY THE ENGINEERING DEPARTMENT.
FILTER FABRIC(GEOTEXTILE) CATCH BASIN AND LEACHING NOTES:
AROUND TOP AND SIDES
ED
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
4' of 1-1/2" washed stone around
and 6" below
24"x24"x4" Tall'Beehive'
Cast Iron Frame and Grate
Raised to Grade
T Use EAW 1020-01 OR EQUAL
it" MAX. WATER DEPTH
12" DIAM. HOPE @ 1%PITCH
Solid 4' Dia.
Catch Basin
USE H-20
AS MANUFACTURED BY SHOREY OR EQUAL
1,) ALL PROPOSED CATCH BASINS, LEACHING GALLERIES, AND TRENCHING ACROSS PARKING AREASAND
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 WITHA MAXSIZE 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.
1-1/2" WASHED STONE
3.)AULCAST 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.
MIN.
ROOF RUN-OFF:
24" Diann. Cast Iron Frame and Cover
_ Raised to Grade (ALL 5 UNITS)
Use EJIW LK 110A or Equal
FILTER FABRIC (GEOTEXTILE)
AROUND TOP AND SIDES
4'
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
4' of 1-1/2" washed stone around
and 6" below
TYPICAL CATCH BASIN & MANHOLE SECTION
NOTTO SCALE
PIPE CONNECTIONS TO
1-1/2" WASHED STONE
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
THETRANSFORMER 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
1.) ALL ROOF GUTTERS SHOULD BE DIRECTLY CONNECTEDTO 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.) STONEAPRON 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 OFAPPROXIMATELY 50%SAND AND 50% LOAM, UPPER SLOPED SWALE AREAS SHALL
BE COVERED WITH A MINIMUM OF 41NCHES OF LOAM. SEE SWALE DETAIL BELOW.
2.) ALL SLOPED SWALE AREAS SHALL BE COVERED WITH JUTE NETTING EROSION CLOTH, SECURED
IN PLACE,
3.) SOIL BEDAND 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
18"(min)
PERMEABLE SOIL 6min)
(50%SAND, 50% LOAM)------�
FILTER FABRIC
3/411 TO 1-1/211 STONE
NATIVE SOIL SUB -BASE -
FREE FROM LOAM / ORGANIC MATERIAL
RIP -RAP DETAIL FOR OUTFALL PIPE:
NOT TO SCALE
12" DIA HOPE OUTFLOW PIPE
3'
SPLASH PAD
6" TO 8" STONE ON
FILTER FABRIC
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
LICE DISCHARGE ENERGY.
THE BED OF RIP -RAP SHALL BE 1.5 FEET THICK.
RIP -RAP STONE SHALL BE LAID ON A DOUBLE LAYER
=ILTER FABRIC.
ADS 12" FLARED END SECTION
& METAL OUTLET GUARD
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64
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- BS MPH
SHOULDER TAPER LENGTH, L= WS = (4)I55) = 220'
BUFFER ZONE LENGTH =495'
CHANNEUZATION DEVICE SPACING = 40'
DISTANCE 'A' = 500'
DISTANCE ' B' = 1000'
DISTANCE 'C' = 1000'
NOTES:
-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 IMUTCD) 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
CONTRDL DEVICES SHALL BE REMOVED FROM THE HIGHWAY OR COVERED WHEN THEY ARE NOT REQUIRED FOR
CONTROL OF TRAFFIC.
B. SIGNS AND SIGN SUPPORTS LOCATED ON OR NEAR THE TRAVELED WAY, CHANNELIZING DEVICES, BARRIERS,
AND CRASH ATTENUATORS MUST PASS THE CRITERIA SET FRDTH IN NCHRP REPORT 350, "RECOMMENDED
PROCEDURES FORTHE 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 ISTO 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 DN THEIR OWN STANDARD SIGN SUPPORTS.
10. ROADWAY SPEED IS>/=45 MPH, THEREFOREATRUCK MOUNTED ATTEN UATOR IS REQUIRED. ATTEN UATOR
SHALL BE PLACED AFTER THE BUFFER ZONE, IN FRONT OF THE WORK ZONE.
CURB CUT DETAIL
SCALE: 1"=10'
YARMOUTH, I
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 126 PARCEL 39
LEGEND
Bz EXISTING CONTOUR
sz PROPOSED CONTOUR
xsz.aa EXISTING SPOT GRADE
14x5 PROPOSED SPOT GRADE
— w— WATER SERVICE LINE
— P— UNDERGROUND ELECTRIC SERVICE
TEST HOLE /BORING LOCATION
SEPTIC TANK
DB DISTRIBUTION BOX
sas SOIL ABSORPTION SYSTEM
Reserve RESERVED FOR FUTURE
� UTILITY POLE
® CATCH BASIN
t7 FIRE HYDRANT
® DRAINAGE MANHOLE
■ CONCRETE BOUND, FOUND
—•—•— LIMIT OF WORK
FENCE
GUARDRAILS
EDGE OF CLEARING
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�O� Mass. Coord. System:
/ � / N:2720847.75
/ c E: 1006864.30
NAVD88 Datum:
EL=53.4±
a� a / �
n
�n
_ � � �!� � Back of Berm � �
_ t _ — — 64
--401.09 TO HOCKANOM RD (CLTO CL)I — , � , — , — —�
— . _ • — • .� • — ' — ' — � — •(40' Wide- State Highway) � .® —�'
i„ rFiVD+ "-'�
�— WESTERLY SSD = 750'± SIGHT EASEMENT +� 54x5
/+
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o�% I , ?o>v 12, 680 S F± z o
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OPEN SPACE �oi I ���� �"
Q- �' O w
OTAL AREA = 237,826 SF± ��� ) °�'��� �T°s499s' � �
WETLAND = 545 5F± / I J`
UPLAND = 237,281 SF± I �-- ''y
} $ I
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PLAN
SCALE: 1"=40'
STATE HIGHWAY LAYOUT SHOULDER TREATMENT:
- IN ORDER TO MAXIMIZE SITE DISTANCE, CONTRACTOR SHALL CLEAR ALL VEGETATION
GREATER THAN 2.5' IN HEIGHTTHAT IS WITHIN THE SIGHT DISTANCE ZONE (AREA BETWEEN
SIGHT EASEMENT LINE AND EDGE OF ROUTE 6A PAVEMENT).
-ALL DISTURBED AREAS WITHIN THIS ZONE SHALL BE LOAMED &SEEDED AFTER
CONSTRUCTION PER THE STANDARDS OF MASSDOT'S 2021 STANDARDS ANDSPECIFICATIONS
FOR HIGHWAYS AND BRIDGES, M6.03.0: LONG-TERM SEED MIXES FOR LAWNS AND SLOPES.
-GRASS SEED MIX SHALL CONFORM TO THE REQUIREMENTS OF TABLE M6.03.0-2: GRASS SEED
REQUIREMENTS FOR SLOPES AND SHOULDERS.
0.p6 To ent ASTERL SD = 0'+—
' � OUTWARD REAL �--
H (Cl T
� � ` __
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n
JOHN M.
O'REILIY
CIVIL �-
NO. 3&200
THE DAVENPORT COMPANIES
20 NORTH MAIN STREET, YARMOUTH, MA
CURB CUT PLAN
LOT 2- ROUTE 6A- YARMOUTH-PORT, MA
J.M. O'REILLY &ASSOCIATES, INC.
#2936C
G:\AAlobs\THE DAVENPORT COMPANY -ROUTE 6A-YARMDUTHPORT\DWG\Definitive Site Plans.dwg
%� Professional Engineering &Land Surveying Services
1573 Main Street -Route BA
P.O. Hoa 1773
(508)898-8801 Office Brewster, MA 02831 (50B)898-8802 Fas
fE: SCALE: BY: CHECK: JOB NUMBER:
1/11/2023 As Noted RFR JMO JMO-8807
m
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CONTRIBUTORY AREA LEGEND
— - — � — =MAIN CONTRIBUTORY AREA BOUNDARIES
�/� 1 =MAIN CONTRIBUTORY AREA
-----�— =SECONDARY CONTRIBUTORY AREA BOUNDARIES
S]. =SECONDARY CONTRIBUTORY AREA
---- =TIME OF CONCENTRATION PATHWAYS
=PRE -DEVELOPMENT CONTRIBUTORY AREA BOUNDFlRY
Mass. Coord. Sys
N: 2720847.76
E: 1006864.30
NAVD88 Datum:
EL=53.4t
_ _ _ htNC.t
'- GUARDRAILS
/- - -- -- -- �T'-,
3��� _ �- � : ,_,_ � - _ _ _ _ EDGE OF CLEARING
�� �9):Op' TO p��AROR �
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180' WIDE N►ENT
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- EILEEN STREET
(40' TOWn Way)
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� �L \ Masso. Coordr System!
,IL `�' ,�, � N: Z7201Z7.39
' "� � � E: 1007783.61
NAVD88 Datum:
� EL=29.1t
,i4� � � \
CB,
FND
0 50 100 150
SCALE 1" = 50'
G:\AAlo6s\THE DAVENPORT COMPANY -ROUTE 6A-YARMOUTHPORT\DWG\Definitive Site Plans.dwg
- - --
TREES BOTANICAL/COMMON NAME CONT QTY SHRUBS BOTANICAL/COMMON NAME CONT QTY
�; Comptonia peregrina /Sweet Fern 1 gal g4* *Foundation Plantings (Each Dwelling):
h' ✓J Quercus rubra /Northern Red Oak 2" Cal 40 • (6) Sweet Fern
�_ • (4) Wild Hydrangea
Hydrangea arborescens /Wild Hydrangea 7 gal g1* • (2) Inkberry Holly
�. -, � • (2)FragrantSumac
• �'��5
Acer rubrum /Red Maple 2" Cal 39
•�� Hydrangea quercifolia / Oakleaf Hydrangea 7 gal 86
j- Cornus florida /Flowering Dogwood 2" Cal 14 Ilex glabra /Inkberry Holly 3 gal 204*
Ilex opaca /American Holly 7-8' B&B 24
Ilexverticillata /Winterberry 3 gal 74** **Drainage Swale Plantings:
• Northern Bayberry &Winterberry shall be
Amelanchier alnifolia / Serviceberry 10 Gal 28 __ _ ___ •o-
_, planted in all sloped areas along drainage Swale o
Myrica pensylvanica /Northern Bayberry 3 gal 183** edges (wet soil areas), as shown on Plan. �o
Hamamelis virginiana /Common Witch Hazel 2" Cal 22 • Meadow /Wildflower Seed Mix shall be used to Q�ac
provide groundcover within each drainage
o-l�, Thuja plicata/'Green Giant' Arborvitae 6-8' B&B 8 Rhus aromatics /Fragrant Sumac'Gro -Low' 2 gal 49* Swale, as shown on Plan.
�� • Use'New England Erosion Control /Restoration
Total Trees: 175 ---- - -- - - Mix for Detention Basins and Moist Sites'
Meadow /Wildflower Seed Mix** � � .`1 Vaccinium angustifolium / Lowbush Blueberry 1 gal 107 produced by New England Wetland Plants
(New England Erosion Control / Z"' (newp.com/catalog/seed mixes). See provided
Restoration Mlx product specification sheet for full plant listing.
Viburnum dentatum /Viburnum 3 gal 118
Restoration Planting Area Total shrubs: 986
Undisturbed Natural Area
Cape Cod Lawn Area
Lai �. _�f . �rnl
L, � �r r' ;,,.;In
r,�,,a �La���, _
'�
MEADOW/WILDFLOWER -
SEEDEDAREA
(1) NORTHERN RED OAK
(5)NORTHERN BAYBERRY
(5) VIBURNUM
(4) WINTERBERRY
(23) LOWBUSH BLUEBERRY
(i) AMERICAN HOLLY
(1)SERVICEBERRY --
(1) COMMON WITCH HAZEL --
(3)SWEETFERN —
(3) WILD HYDRANGEA —
(1)INKBERRY HOLLY —
(1)FRAGRANTSUMAC -
(i) OAKLEAF HYDRANGEA —
(5) FRAGRANT SUMAC
(3) WINTERBERRY —
(9)NORTHERN BAYBERRY —
(1) RED MAPLE
(7)VIBURNUM ----
MEADOW /WILDFLOWER
SEEDED AREA
i0
N
of
0
N
(1) RED MAPLE
(3) INKBERRY HOLLY
(40) LOWBUSH BLUEBERRY
(6) NORTHERN BAYBERRY
(3) WINTERBERRY
(1)SERVICEBERRY (g)"GREEN GIANT"ARBORVITAE
(1) COMMON WITCH HAZEL � (3) AMERICAN HOLLY
YARMOUTH,
�, MA
a��
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
GENERAL NOTES:
1. IF ANY OFTHE SPECIFIED PLANTSPECIES ARE UNAVAILABLE OR NOT FEASIBLE
TO OBTAIN, THEY MAY 8E REPLACED WITH AN EQUALAMOUNT OF
EQUIVALENT -SIZED NON-INVASIVE SHRUBS AND/OR TREES THAT HAVE SIMILAR
CHARACTERISTICS TO THE SPECIFIED PLANT SPECI E5.
2. SHRUB PLANTING LAYOUT SHALL BE MODIFIED AS REQUIRED TO PROVIDE
ADEQUATE SCREENING FOR PAD -MOUNTED TRANSFORMERS AND OTHER
UTILITY STRUCTURES (LOCATION TO BE DETERMINED BY UTILITY PROVIDERS).
SEE UTILITY SCREENING DETAIL ON'CS -DETAILS &NOTES'.
(1) FLOWERING DOGWOOD \ (1) NORTHERN RED OAK
- �-- 40�•09' j0 HOCKANOM RD (CL 10 CL) _ =r
I---- -- --`- --_-_ -
�-------- T-_ -
-- - -- -- - - -- 35\ ,\ I -- _ _ _-----
a �_
- - - -- — — — — -I- u . - — - __ _ _ _ _ ------
'2'„.Jr��. 9700 430,O6,TOOU�ARDR6
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OPEN SPACE `��
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LOT 8 -
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LOT 12
/ ; I LI '_ � LOT 2
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-``- � � - ____LOT 5
MEADOW/WILDFLOWER -- ----- -
SEEDEDAREA
_ I._-_ ---..__
T -
,}
--- - - --
ROOT FLARE SHALL BE EXPOS
NO BARK MULCH WfNiIN 4" OFTREE TRU
IXCAVATE SUBSOILAS REQUIRED TO PU
ROOTBALLAT PROPER ELEVATION. PLACE ROOTS,
DIRECRY ON SUBSI
IXG4VATE HOLE TO A DIAMETER 3X THE WIDTH OF"
ROOTBALL BACKFILL HOLE WITH ONE PART EACH
TOPSOIL, PEATAND PARENT MATER
3" BARK MULCH WRH RIDGE AS SHOO
UNDISNRBED SUBGW
#2936C_
TREE PLANTING DETAIL:
NOT TO SCALE
F EQUAL y EQUAL T EQUAL
TALLTREE PLUMB
"BLACK REINFORCED
iBER HOSE
1 GALVANIZED WIRE GUYS AND
iNeUCKLES. GUYS TO BE REMOVED
'ER ONE YEAR.
NEYOR'S FLAGGING (WHITE)
2" X 2" X 3' CEDAR STAKES
0 40 80 120
SCALE 1" = 40'
G:\AFJobs\THE DAVENPORTCOMPANY-ROUTE 6A-YARMOUTHPORT\DWG\Deflnitive Sfte Plans.dwg
(3) SWEET FERN
(1) OAKLEAF HYDRANGEA
(1)INKBERRY HOLLY
(1) FRAGRANT SUMAC
(3) WILD HYDRANGEA
(1) FLOWERING DOGWOOD
(3) OAKLEAF HYDRANGEA
(3) VIBURNUM
(3)NORTHERN BAYBERRY
(3) INKBERRY HOLLY
(2)SERVICEBERRY
(1) NORTHERN RED OAK
(1) RED MAPLE
(3) OAKLEAF HYDRANGEA
- (1) AMERICAN HOLLY
- (1) COMMON WITCH HAZEL
- (5) NORTHERN BAYBERRY
- (1) WINTERBERRY
- (1)SERVICEBERRY
(5) INKBERRY HOLLY
- (3)NORTHERN BAYBERRY
(4) WINTERBERRY
--- MEADOW/WILDFLOWER
SEEDED AREA
�- (5) VIBURNUM
N
W
J
O
_ v_ _- - -
v
THE DAVENPORT COMPANIES
20 NORTH MAIN STREET, YARMOUTH, MA
LANDSCAPE PLAN
LOT 2 - ROUTE 6A - YARMOUTH-PORT, MA
��v, �.11�. ®'�EILL1- bc; ASSOCIATES, )(N
��� Pro4essional Engineering &band Surveying Services
1573 Main Street - Route GA
P.O. Bos 1%7:3
(500)OUG-GGOl Office Brewster, CIA 02G31 (5UB)806-660?- Ras
fE; SCALE: BY: CHECK: JOB NUMBER:
1/11/2023 As Noted RFR JMO JMO-8807