HomeMy WebLinkAboutEngineer PlanLEGEND
- 99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[991--
PROPOSED CONTOUR
(98:4)
PROPOSED SPOT EL.
TH1
BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION OR THE PLANT MATERIAL WELL BE
2. MUNICIPAL WATER IS EXISTING
TEST HOLE
2*
SLOPE OF GROUND
UTILITY POLE
E 2% SLOPE
FIRE HYDRANT
NOTE. NOT ALL SYMBOLS WY APPEAR IN DRAWING
SYSTEM - PROFILE
3 1
(-' SLOPE) {_z SLOPE)
GENERAL PLANTING NOTES
NOTES
(NOT TO SCALE)
PROVIDE MIN. 20" DIAM. WATERTIGHT
MARK CORNERS OF
LEACHING FIELD W/ PROVIDE INSPECTION PORTS TO
1 ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK
)
1. DATUM IS NAVD 88
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
REBAR SET 4" BELOW WITHIN 3" OF FINISH GRADE
BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION OR THE PLANT MATERIAL WELL BE
2. MUNICIPAL WATER IS EXISTING
S
0Jte i o
R
14
UNACCEPTABLE. ALL PLANT MATERIAL SHALL BE TRUE TO SPECIES, VARIETY, SIZE AND BE
\ TOP FOUND. EL. 12.1'
E 2% SLOPE
CERTIFIED DISEASE AND INSECT FREE. THE OWNER AND/OR THE LANDSCAPE ARCHITECT
RESERVES THE RIGHT TO APPROVE ALL PLANT MATERIAL ON SITE PRIOR TO' INSTALLATION.
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
MINIMUM
FILTER FABRIC
/0;
Locus
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
.75'OF COVER OVER PRECAST
TOP 10.20'
n
a
JUNIPERUS WRCINIANA
d
FINISHED GRADE- a LOAM SEED OR PAVE AS REO.
-
2) PROVIDE PLANTING PITS AS INDICATED ON PLANTING DETAILS. BACKFILL PLANTING PITS
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
PRECAST H-10
Sound
WITH ONE PART EACH Of TOPSOIL, PEAT MOSS AND PARENT MATERIAL JF WET SOIL
TO BE AASHO H -LQ
RISERS (1YP.)
2'u 4"OSCH40 PVC
- 10.5'
CLEAN FILL -
CONDITIONS EXIST THEN PLANTING PITS SHALL BE EXCAVATED AN ADDITIONAL 12" AND FILLED
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6" MIN. SUMP PIPES LEVEL 1ST 2'
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
WITH SAND.
SYSTEM DESIGN:
12" MIN. INT. DIM.
♦' PaiFOReIEa Pic 5 oa - S=0.005 -�- o '
MAX. BUILDING HEIGHT 35'
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
*9.5 2500 GAL '
° '..
3) NEWLY INSTALLED PLANT MATERIAL SHALL BE WATERED AT THE TIME OF INSTALLATION.
310 CMR 15.000 (TITLE 5.)
E
3/4"-1-1/2" DOUBLE WASHED
REGULAR WATERING SHALL BE PROVIDED TO ENSURE THE ESTABLISHMENT, GROWTH AND
PROVIDE QUICK DISCONNECT FOR
PROVIDE
9.10' 10" SEPTIC TANK/
' TEE PUMP CHAMBER ooc000coeob WATERTEST D'BOX -
a
9' STONE LEACHING FIELD 6"DEPTH MIN BELOW INV.
o
SURVIVAL OF ALL PLANTS.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
' (LOW PROFILE) '°�°n?°n°+'+�° FOR LEVELNESS 9.85`
LEVEL BOTTOM o 9.60'
4) ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE YEAR AFTER
BE USED FOR LOT UNE STAKING OR ANY OTHER
PURPOSE.
• - SEE DETAIL - 10.20
r745.0'
THE DATE OF FINAL ACCEPTANCE. ANY PLANT MATERIAL THAT DIES WITHIN THAT TIME PERIOD
E
';, ;. • -: .r - ' 3.35'
NEW ENGLAND WETLAND
SHALL BE REMOVED, INCLUDING THE STUMP, AND REPLACED BY A TREE OF SIMILAR SIZE AND
8. PIPE FOR SEPTIC SYSTEM TO STH. 40-4" PVC.
yoo 00000 0 0 0 0 0 0 0 0; 0 0 0 0 0 000 o
- o coo 0 0°0°0°0°0°0°0°000°0°0°0°0°0°0°o c'u'e -
0"0 000000000.
- 9.1 0'
SPECIES AT THE EXPENSE OF THE CONTRACTOR.
oco0000eo0o0o0o00000000uouo�o
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
5) ALL PLANTING BEDS SHALL RECEIVE 2" OF SHREDDED PINE BARK.
WITHOUT INSPECTION BY BOARD OF HEALTH AND
6" CRUSHED STONE OR MECHANICAL
5.0'
PERMISSION OBTAINED FROM BOARD OF HEALTH.
COMPACTION. (15.221 [21)
6) PROPERTY WILL REMAIN UNDER ACTIVE MANAGEMENT TO ERADICATE INVASIVE AND
*THE INSTALLER SHALL VERIFY THE AGGRESSIVE SPECIES THROUGH HAND WEEDING AND/OR CUT AND WIPE HERBICIDE TREATMENTS 10 CONTRACTOR SHALL BE RESPONSIBLE FOR CALUNG
LOCATIONS- OF ALL UTILITIES AND ALL
MANU C
3 1
(-' SLOPE) {_z SLOPE)
2
(_z SLOPE)
ADJUSTED GROUNDWATER 4.1' AS NECESSARY.
DIGSAFE (t-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND &OVERHEAD UTILITIES
LOCUS LOMAP
P
BUILDING SEWER OUTLETS AND
�yA a�
amN
� 0
m � �
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R
14
m �
C
N
ci g
REQUIRED:
EXISTING:
PORTION OF SEPTIC SYSTEM
Q\h � a `T
D' BOX 9 FACILITY
Locus
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
� o
COARSE SAND
n
a
JUNIPERUS WRCINIANA
d
REMOVED BENEATH AND 5' AROUND THE PROPOSED
Dr
Uth share
Nantucket
38.7'
Sound
40 MIL LINER FROM TOP-PEASTONE/WALL
LEACHING FACILITY.
LOCATIONS- OF ALL UTILITIES AND ALL
MANU C
3 1
(-' SLOPE) {_z SLOPE)
2
(_z SLOPE)
ADJUSTED GROUNDWATER 4.1' AS NECESSARY.
DIGSAFE (t-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND &OVERHEAD UTILITIES
LOCUS LOMAP
P
BUILDING SEWER OUTLETS AND
5'MIN.
3't
V �7 /'1
ELEVATIONS PRIOR TO INSTALLING ANYLEACHING
14
RECO-1VED
PRIOR TO COMMENCEMENT OF WORK.
REQUIRED:
EXISTING:
PORTION OF SEPTIC SYSTEM
FOUNDATION- - SEPTIC TANK 18
D' BOX 9 FACILITY
d
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
SCALE 1"=2000'±
COARSE SAND
BACKFILL AGAINST
JUNIPERUS WRCINIANA
-
REMOVED BENEATH AND 5' AROUND THE PROPOSED
ASSESSORS MAP 34 PARCEL 244 & 245
EASTERN RED CEDAR
38.7'
°Tbyr'
40 MIL LINER FROM TOP-PEASTONE/WALL
LEACHING FACILITY.
#3
5
ACCESS FOR ROUTINE MAINTENANCE
24"0 CAST IRON
BUOYANCY CALCS:
H-20 2500 GAL: ST/PC LOW PROFILE WEIGHS 36,750 LBS
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11) &
SYSTEM DESIGN:
MUST BE PROVIDED FOR. ZABEL FILTER,
INSTALLER MUST FOLLOW ALL
PER ROW
MAX. BUILDING HEIGHT 35'
COVERS TO GRADE
567 GAL. RESERVE
0.75' x 7' x 13' X 62.4 4259 LBS UP (OK)
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
13. FLOOD ZONE FOUNDATION REQUIRED, DESIGN BY
AE EL 12) AS SHOWN ON COMMUNITY PANEL
#25001C0583J DATED 7/16/2014
NORTHERN ARROWWOOD
FATER FOR
R'S SPECIFICATIONS FO
2
PROVIDE QUICK DISCONNECT FOR
PROVIDE
PUMP
TH
CROSS SECTION
GARBAGE DISPOSER IS NOT ALLOWED U
PROPER FILTER INSTALLATION
EXISTING 2 BEDROOM DWELLING 4"
I
PROPOSED 5 BEDROOM DWELLING ALARM AND CONTROL PANEL ,,, ,
BEDROOMS ® 110 GPD = 550 GPD BU BE INSTALLED INSIDE
DESIGN FLOW: 5
_ BUILDING. ALARM TO BE ON INV. IN 9.1'
USE A 550 GPD DESIGN FLOW SEPARATE CIRCUIT FROM PUMP NO LOWS
ZABEL FILTER 2" PRESSURE LINE
SEPTIC TANK: 550 GPD (2) = 1100 FLOAT SWITCH ALARM ON(A700) 19" TEE SLOPE TO DRAIN BACK
OUTLET TEE W/EXTENSION
14. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO
DRYWELLS OR ROOF DRIP UNES TO STONE TRENCHES.
15. WETLAND FLAGGED BY PAUL SHEA OF INDEPENDENT
ENVIRONMENTAL CONSULTANTS, INC.
16, INSTALLER TO CONFIRM SUITABILITY OF ELECTRICAL
SYSTEM FOR PUMP INSTALLATION. ELECTRICAL PERMIT
REQUIRED. TEST HOLE LOGS
SETTINGS: 0.25" WEEP HOLES 17. ENGINEER TO STAKE RETAINING WALL PRIOR TOWALL
USE A 2500 GAL. SEPTIC TANK PUMP CHAMBER PUMP ON
MIN: tsoo GAL. CHECK VALVE \/ D corlsTRuc,�IpN. o v CRAIG J. FERRARI, SE 13871
5" WORKING RANGE 6 THIS SIDE O U ENGINEER:
LEACHING: of BAFFLE MYERS SRM 4
5" SUBMERSIBLE 4/10 HP PUMP �� WITNESS: PHIL RENAUD
550 GPD / (.74) = 743 SF REQUIRED PUMP OFF 12 SYSTEM (OR EQUAL) Q SEE NOTE DATE: 10/14/2021
17' X 45' = 765 SF OK coo 000co �-
o4o�
765 SF X .74 = 566 GPD OK " < 2 MIN/INCH
6BAFFLE �� PERC. RATE _
2500 GAL. SEPTIC TANK/ �
USE A 17' X 45'' PIPE AND STONE LEACHING FIELD... ... pP
\b vv PUMP CHAMBER COMBINATION �... �� CLASS I SOILS
�� .... -•• \ (NOT TO SCALE) \
2% MIN. SLOPE OVER SYSTEM � - P POSED • _ � -. ELEV.
f4" LOAM &. SEED - TIGATIO _ •'� ��'(n` ��� _�� �•, 4 8'
30"t CAP STONE UNITS ..:�. / LANTIN ...� _ A
FIRE PIT
1/2" x 5 1/4" \ Qu ��
o �� • RE OVE TRAS� AND AND PATI LS
LICE ##21-351
C 1OYR 3 1�THISRAREASBY HAND /� 12„
42 43B
._..._.. / 23,728 S LAND LS
S
• ;. 1 OYR
5/8
UAI
\Fz o f/ 6
MAP 34 PARCELC242. 0 q �F( J' \2J y� DECK .
."�... l
/ THOMAS MCLEAN X FENCE x, C
T\202250 - �• * '�, PERI
�� / `•\ / 6,% / �y Yarmouth Health Department MS
y Wy WyWy WW W�y W e / ,APPA_R/O,dVq5ED
3
t 2.5Y 7/6
co10
C / Name Bate G -W ADJ. DATA:
4�
OFCk
MITIGATION PLANTING DETAIL
Scale: l "= 10'
0 5 10 15 20 25 FEET
bFF,B
MAP 34 PARCEL
BRENDON T CLARK b I
\ CERT 224648 4 Q
%>
15. /
/ 1p
d
NFEAKED
N 0 5, t
i �
�I G PROPO
EL
T CES /.0 /
MAP PARC 246 9
M M MILLA RS \
O CERT 9
t`*
�SaN 1 1 A,
Y
7
48 ' o o C
/ •.•� Q i o 1� L
1 INING WALL
v
/ 0- 1* 8 = 11.0
\ O■ ® C - D PROVIDE 90' OF 40 MIL LINER AT 5' 00
OFF SAS IN AREA SHOWN. TOP AT
,
H 7 ELEV. 10.2',. BOTTOM AT EL. 5.2'1
5 REMOVAL OF UNSUITABLE SOIL- REQUIRED
•.•\� 90 �d �o o _ ILF'IN G 8 AROUND PERIMETER .'OF LEACHING. FACILITY,
d r
DOWNTOSUITABLE SOIL LAYER. REPLACE
- O a ° -�• C- $ NTH CLEAN MED. SAND,. TO MEET
ROAD
SPECIFICATIONS OF 310 CMR 15.255(3)
I ��J BENCHMARK:
REBAR � 0
= 8.1' NAVD88 ° d�
mmc3ATK)N PLANrr a sc"ImDuLE
Fiberglass
9" COVER
= -
Pins
AS -
5'MIN.
3't
KALMIA ANOUSTIFOLIA
#2
12
RECO-1VED
VARIES
REQUIRED:
EXISTING:
6"
#2
10
d
PEASTONE
18,582 S.F.t
COARSE SAND
BACKFILL AGAINST
JUNIPERUS WRCINIANA
-
-
WALL
EASTERN RED CEDAR
38.7'
°Tbyr'
40 MIL LINER FROM TOP-PEASTONE/WALL
ARONIA ARBUTIFOLIA
#3
5
TO 12" BELOW GRADE
RED CHOKEBERRY
ki
KEYSTONE OR EQUAL RETAINING.
WALL UNITS
✓ACCINIUM CORYMBOSUM
18"X8• SET WITH 1" BATTER
PER ROW
MAX. BUILDING HEIGHT 35'
FIBERGLASS PINS REQ.
_
6"X30" Crushed Rock or
AVERAGE NATURAL GRADE AT THE STREET = 7.2'
NORTHERN ARROWWOOD
Unreinforced Concrete
2
Leveling Pod req.
RETAINING
WALL
CROSS SECTION
ERRY
ILEX VE
ILEX hERTTGLCATA
NOT TO
SCALE
NEW ENGLAND
"
WILDFLOWER MIX
NEW ENGLAND WETLAND
LICE ##21-351
C 1OYR 3 1�THISRAREASBY HAND /� 12„
42 43B
._..._.. / 23,728 S LAND LS
S
• ;. 1 OYR
5/8
UAI
\Fz o f/ 6
MAP 34 PARCELC242. 0 q �F( J' \2J y� DECK .
."�... l
/ THOMAS MCLEAN X FENCE x, C
T\202250 - �• * '�, PERI
�� / `•\ / 6,% / �y Yarmouth Health Department MS
y Wy WyWy WW W�y W e / ,APPA_R/O,dVq5ED
3
t 2.5Y 7/6
co10
C / Name Bate G -W ADJ. DATA:
4�
OFCk
MITIGATION PLANTING DETAIL
Scale: l "= 10'
0 5 10 15 20 25 FEET
bFF,B
MAP 34 PARCEL
BRENDON T CLARK b I
\ CERT 224648 4 Q
%>
15. /
/ 1p
d
NFEAKED
N 0 5, t
i �
�I G PROPO
EL
T CES /.0 /
MAP PARC 246 9
M M MILLA RS \
O CERT 9
t`*
�SaN 1 1 A,
Y
7
48 ' o o C
/ •.•� Q i o 1� L
1 INING WALL
v
/ 0- 1* 8 = 11.0
\ O■ ® C - D PROVIDE 90' OF 40 MIL LINER AT 5' 00
OFF SAS IN AREA SHOWN. TOP AT
,
H 7 ELEV. 10.2',. BOTTOM AT EL. 5.2'1
5 REMOVAL OF UNSUITABLE SOIL- REQUIRED
•.•\� 90 �d �o o _ ILF'IN G 8 AROUND PERIMETER .'OF LEACHING. FACILITY,
d r
DOWNTOSUITABLE SOIL LAYER. REPLACE
- O a ° -�• C- $ NTH CLEAN MED. SAND,. TO MEET
ROAD
SPECIFICATIONS OF 310 CMR 15.255(3)
I ��J BENCHMARK:
REBAR � 0
= 8.1' NAVD88 ° d�
mmc3ATK)N PLANrr a sc"ImDuLE
SYMBOL
PLANT NAME
SIZE
QUANT.
SHEEP LAUREL
HARDSCAPE 0-50' 50-100'
KALMIA ANOUSTIFOLIA
#2
12
RECO-1VED
REQUIRED:
EXISTING:
CL£THRA ALNIFOLIA
#2
10
d
SWEET PEPPERBUSH
18,582 S.F.t
Scale: 1"=20'
MIN. LOT FRONTAGE 150'
JUNIPERUS WRCINIANA
- 4-5
1
MIN. FRONT SETBACK 30'
EASTERN RED CEDAR
38.7'
°Tbyr'
j MIN. SIDE SETBACK 15'
ARONIA ARBUTIFOLIA
#3
5
MIN. REAR SETBACK 20'
RED CHOKEBERRY
ki
NET CHANGE REDUCTION OF 212 SF
MAX. BUILDING COVERAGE 25%
✓ACCINIUM CORYMBOSUM
#3
5
MAX. BUILDING HEIGHT 35'
HIGHBUSH BLUEBERRY
AVERAGE NATURAL GRADE AT THE STREET = 7.2'
NORTHERN ARROWWOOD
#3
2
14BURNUM DENTATUM
ERRY
ILEX VE
ILEX hERTTGLCATA
#3
3
NEW ENGLAND
"
WILDFLOWER MIX
NEW ENGLAND WETLAND
1250,SFt
PLANTS, INC. OR EQUAL
LICE ##21-351
C 1OYR 3 1�THISRAREASBY HAND /� 12„
42 43B
._..._.. / 23,728 S LAND LS
S
• ;. 1 OYR
5/8
UAI
\Fz o f/ 6
MAP 34 PARCELC242. 0 q �F( J' \2J y� DECK .
."�... l
/ THOMAS MCLEAN X FENCE x, C
T\202250 - �• * '�, PERI
�� / `•\ / 6,% / �y Yarmouth Health Department MS
y Wy WyWy WW W�y W e / ,APPA_R/O,dVq5ED
3
t 2.5Y 7/6
co10
C / Name Bate G -W ADJ. DATA:
4�
OFCk
MITIGATION PLANTING DETAIL
Scale: l "= 10'
0 5 10 15 20 25 FEET
bFF,B
MAP 34 PARCEL
BRENDON T CLARK b I
\ CERT 224648 4 Q
%>
15. /
/ 1p
d
NFEAKED
N 0 5, t
i �
�I G PROPO
EL
T CES /.0 /
MAP PARC 246 9
M M MILLA RS \
O CERT 9
t`*
�SaN 1 1 A,
Y
7
48 ' o o C
/ •.•� Q i o 1� L
1 INING WALL
v
/ 0- 1* 8 = 11.0
\ O■ ® C - D PROVIDE 90' OF 40 MIL LINER AT 5' 00
OFF SAS IN AREA SHOWN. TOP AT
,
H 7 ELEV. 10.2',. BOTTOM AT EL. 5.2'1
5 REMOVAL OF UNSUITABLE SOIL- REQUIRED
•.•\� 90 �d �o o _ ILF'IN G 8 AROUND PERIMETER .'OF LEACHING. FACILITY,
d r
DOWNTOSUITABLE SOIL LAYER. REPLACE
- O a ° -�• C- $ NTH CLEAN MED. SAND,. TO MEET
ROAD
SPECIFICATIONS OF 310 CMR 15.255(3)
I ��J BENCHMARK:
REBAR � 0
= 8.1' NAVD88 ° d�
WELL: MIW 29
ZONE: A
SEPTEMBER 2021
96" 0' ADJ: 2.1'
GROUNDWATER ENCOUNTERED ®72" ELEV. 2.0
TITLE 5 SITE PLAN
OF
#80 WILFIN ROAD
SOUTH YARMOUTH, MA
d
PREPARED FOR
JOSH BILOTTA
MITIGATION CALCULATIONS:
ZONING- SUMMARY
HARDSCAPE 0-50' 50-100'
ZONING DISTRICT: R-25 DISTRICT
REV: JANUARY 31, 2022
RECO-1VED
REQUIRED:
EXISTING:
PROPOSED:
EXISTING: 313 SF 2134 SIT
OF MaSr7r,�`'r
MIN. LOT SIZE 25,000 S.F.
18,582 S.F.t,
18,582 S.F.t
Scale: 1"=20'
MIN. LOT FRONTAGE 150'
120'
120'
PROPOSED: 110 SF 2125 SIT
MIN. FRONT SETBACK 30'
82'
38.7'
°Tbyr'
j MIN. SIDE SETBACK 15'
22.4'
16.7'
CHANGE: -203 SF -9 SF
MIN. REAR SETBACK 20'
-
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NET CHANGE REDUCTION OF 212 SF
MAX. BUILDING COVERAGE 25%
11.2%
(1,950 SFt MITIGATION PROVIDED)
MAX. BUILDING HEIGHT 35'
AVERAGE NATURAL GRADE AT THE STREET = 7.2'
WELL: MIW 29
ZONE: A
SEPTEMBER 2021
96" 0' ADJ: 2.1'
GROUNDWATER ENCOUNTERED ®72" ELEV. 2.0
TITLE 5 SITE PLAN
OF
#80 WILFIN ROAD
SOUTH YARMOUTH, MA
d
PREPARED FOR
JOSH BILOTTA
DATE: NOVEMBER 15, 2021
REV: 1-14-22 (CLARIFY ADDRESS)
REV: JANUARY 31, 2022
RECO-1VED
FEB � 4 2022
HEALTH DEPT.
OF MaSr7r,�`'r
DANIEL ��;`;
Scale: 1"=20'
Fb
,C!`JIL
$.�U X6502
0 10 20 30 40 50 FEET
°Tbyr'
Off 508-362-4541
f''
fax .508-362-9880
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-;,�, � �• �.. -,r r a e, r� - owncape.com
down .nope engineering, Inc.
civil engineers
land surveyors
DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
21-351