HomeMy WebLinkAbout4969 24 Easy St Site Plan 06.14.22 Sand Dollar Properties, LLC4" SCH40 VENT WITH
CHARCOAL
SYSTEM PROFILEALL SHALL MAR EDSTEWITHCMAGNETIC TTAPE OR BE SHOWN PLANLTER VIEWAS
COMPARABLE MEANS FOR FUTURE LOCATION. PITCH BACK TO SAS,
NOTES PRECAST H-20
RISERS (TYP.) 2 0 H-20 CAST IRON COVERS TO GRADE (NOT TO SCALE) NO LOW POINTS.
2 0 BED IN CONCRETE UP TO BINDER COAT PAVEMENT 2' CAST IRON COVERS TO GRADE
I NAVD 2" PEASTONE OR GEOTEXTILE BED IN CONCRETE UP TO BINDER COAT PAVEMENT in,
1. DATUM S _$$
SLAB EL. 65.5
FILTER FABRIC OVER STONE
2. MUNICIPAL WATER IS AVAILABLE
II65.0'
INIMUM .75'
OF COVER OVER PRECAST
2% SLOPE
REQUIRED OVER SYSTEM
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
NOTE: 2" MIN. WALL
BLOCKS OR
THICKNESS REQUIRED
PRECAST RISERS
4. DESIGN LOADING FOR ALL PROPOSED
4"OSCH40 PVC
••:
MORTAR ALL H-20
COMPONENTS
PRECAST UNITS TO BE AASHTO H-2Q
PIPES LEVEL 1ST 2'
2.5
(TYP.) INV'S EL. 61.3'
3.5'
ENDS
SIDES
62.3'
5. PIPE JOINTS TO BE MADE WATERTIGHT.
*63.5'
,o� ,4�
,Q-,4-
P°°°�➢� �V°O°c'P°°°J
o ° ° O
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IN
61.95
TEE TEE
°.
EETEE
61.70
. o 0 0 0 0 0 0
000 000o
0 0 0 0
ammo
0 0 0 0
o 000
6. CONSTRUCTION DETAILS TO BE
;o°o°o
0000�000000
0000�000000
00000000000
ooa00000000
ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.)000,00°
° ° °
° °° ° ° °
0 0 0 0
0 0 0,
o
o ° ° °
> o ° ° °
000 ° o
> 0 0 0
00000000000
o0000000000
00000000000
oa000000000
0°°°°°°°
°°°°°°°°
1000 GAL COMP.
•°
GAS BAFFLE
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N
,
'o°o'o°o°o°o°
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'
59.3
7. THIS PLAN IS FOR PROPOSED WORK ONLY
1500 GAL H-20
500 GAL
61.60
61.43
;°o°o°o°o
°°°°°O°°
AND NOT TO BE USED FOR LOT LINE STAKING
SEPTIC TANK
4' LIQ. LEVEL
:..',.r ;:..
COMP.
OR ANY OTHER PURPOSE.
; ;, . .:..= ;.:. ;•,: ;.:. ....:
ACME OR EQUAL oo°o°o°o°o°o°o°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0�
°o0000000°,°0°,0°0°°00000000i°o°°,°o°o°o°,o°�00000°
WATER
TEST D'BOX FOR LEVELNESS
H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN.
(3) UNITS REQUIRED EACH
SIDE
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4"
ALL AROUND PRECAST STRUCTURES
PVC.
*THE INSTALLER SHALL VERIFY THE
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83'
LOCATIONS OF ALL UTILITIES AND ALL COMPACTION. (15.221 [2])00
9. COMPONENTS NOT TO BE BACKFILLED OR
BUILDING SEWER OUTLETS AND
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM
ELEVATIONS PRIOR TO INSTALLING ANY
BOARD OF HEALTH.
PORTION OF SEPTIC SYSTEM
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
(2 5% SLOPE MIN.) ( 2 % SLOPE)
(1 % SLOPE)
51.0'
BOTTOM TH-1
CALLING DIGSAFE (1-888-344-7233) AND
H-20
NO GROUNDWATER FOUND
VERIFYING THE LOCATION OF ALL UNDERGROUND
LEACHING
& OVERHEAD UTILITIES PRIOR TO
FOUNDATION-45' SEPTIC TANK 5' D' BOX
15' FACILITY
COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED BENEATH AND 5' AROUND
THE PROPOSED LEACHING FACILITY.
12. ELECTRICAL PERMIT REQUIRED FOR HOLDING
TANK
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: AMY VON HONNE
DATE: 1 / 1 1 / 18
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
0" 43 4
62' 0"
A
LS
6„ 10YR 3/2 61.5' "
9
B
LS
24" 60'
1OYR 6/6 18"
C1
FSL
1OYR 5/3
84" 55' 36"
132"
C2
MS PERC
1OYR 7/4
51' 132"
A
LS
1OYR 3/2
B
LS
1OYR 6/6
C1
FSL
1OYR 5/3
C2
FS
1OYR 7/4
POCKETS
OF SILT
NO GROUNDWATER ENCOUNTERED
LEGEN D
X 99. 1
EXIST. SPOT ELEV.
-[991-
PROPOSED CONTOUR
198.4]
PROPOSED SPOT EL.
TH1
TEST HOLE
1
CATCH BASIN
UTILITY POLE
FIRE HYDRANT
PROPOSED LIGHT
OMANHOLE
49
WATER SHUTOFF
C -
GUY WIRE
`° -0
SIGN
W
WATER LINE
G
GAS LINE
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
ONE
64'
62.5'
61'
53'
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE # 13871
WITNESS: JAY GARDINER
DATE: 6/9/2022
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
-IA--] 2A
0" 64' 0"
A
LS
1OYR 3/2 3"
12" 63'
B
LS 24»
1OYR 6/6
34" 61.2'
C1
S i L 38"
1OYR 5/3
96" 56'
144"
84"
C2
MS
1OYR 7/4
A
LS
1OYR 3/2
B
LS
1OYR 6/6
C1
MS
1OYR 7/4
C2
SiL
1OYR 5/3
C3
MS
52' 132" 10YR 7/4
NO GROUNDWATER ENCOUNTERED
LOT 2
PARKING CALCULATIONS:
INDUSTRIAL:
1 SPACE/ 2 OCCUPANTS
26 OCCUPANTS = 13 SPACES REQ.
19 SPACES PROVIDED INCLUDING 1 HANDICAP
OWNER OF RECORD
SJD INVESTMENT LLC
15 SPEAK EASY WAY
HARWICH, MA 02645
63' REFERENCES
DEED BOOK 31921 PAGE 142
PLAN BOOK 291 PAGE 3, PB 306 PG 76, 622/74,
PB 676 PG 46
11-5-1878 TOWN MEETING ACCEPTANCE SUMMER ST
61, SITE DISTURBANCE
PROPOSED SITE DISTURBANCE = 36,000 S.F.f 0.83 AC.t
59.8'
56'
�'1\10
52' S 1Oil pa
SYSTEM DESIGN: C
0 J
GARBAGE DISPOSER IS NOT ALLOWED
750 S.F. OFFICE @ 75 GPD/1000 S.F. = 57 GPD j
26 ADDITIONAL WORKERS X 15 GPD/WORKER = 390 GPD
TOTAL DESIGN FLOW ESTIMATE = 447 GPD
SEPTIC TANK: 447 GPD (2) = 894 GAL 1ST COMP. , 447 GAL 2ND.
USE A 1500 GAL. DUAL COMPARTMENT SEPTIC TANK 1000/500 OK
LEACHING:
SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD
BOTTOM 33.5 x 12.83 (.74) = 318 GPD
TOTAL: 615 S.F. 455 GPD
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
1109409 s q. f t. APPROVED DATE BOARD OF HEALTH MA
2.53 acres ,ONE
WITHIN THE 20' FRONT BUFFER AND 10'
SIDES AND REAR BUFFER EXISTING
TREES OF AT LEAST 4" CALIPER SHALL
BE RETAINED . IF SUCH TREES DO NOT
EXIST, 3" CALIPER TREES SHALL BE
PLANTED AT INTERVALS OF AT MOST 20'
/ONE -IN ALL BUFFERS. PLANTED TREES WHICH
DIE SHALL BE REPLACED
LOCUS MAP
SCALE 1 "=1000'f
ASSESSORS MAP 93 PARCEL 23.2
SITE IS LOCATED WITHIN THE AQUIFER
PROTECTION DISTRICT (ZONE II)
VERTICAL DATUM: NAVD88
HORIZONTAL DATUM: MA STATE PLANE
NAD83 U.S. SURVEY FOOT
ZONING SUMMARY
ZONING DISTRICT: B3 BUSINESS DISTRICT
REQUIRED:
PROVIDED:
MIN. LOT SIZE
40,000 S.F.
110,409 S.F.
MIN. LOT FRONTAGE
100'
100.0'
MIN. FRONT SETBACK
30'
-
MIN. SIDE SETBACK
10'
10.5'
MIN. REAR SETBACK
30'
220.6'
MAX. BUILDING COVERAGE
35%
9%
MAX. BUILDING HEIGHT
35'
TOTAL IMPERVIOUS
70%
28%
SETBACK TO ZONING LINE
50'
52. 0'
oN�
/
oN�
ONE
ONE
BENCHMARK:
NAIL TO BE SET
0
CO
=65.5' NAVD88
ROOF " 7
/ DRAIN
PROVIDE 45' OF 40 MIL LINER AT 5' LP3&LP4
OFF SAS IN AREA SHOWN. TOP AT /ONE RIM 64.5 TH2A RI 64.8 �OAGE
ELEV. 63.5', BOTTOM AT EL. 61't E �6 / 65� AREA/ oN INV. 59.3 C s
NOTE: ENGINEER TO CONFIRM SOILS PRIOR TO ONE CB2
INSTALLATION. RIM 63.8
5' REMOVAL OF UNSUITABLE SOIL REQUIRED oNINV. 59.8
AROUND PERIMETER OF LEACHING FACILITY, -0
DOWN TO SUITABLE SOIL LAYER. REPLACE 60
WITH CLEAN MED. SAND, TO MEETNE
SPECIFICATIONS OF 310 CMR 15.255(3)
-- �
o .
oN�
`oo
- ■
.: �:...
PROP. VENT WITH CHARCOAL FILTER
/
AND BUGSCREEN (FINAL PLACEMENT BY
O
CONTRACTOR WITH HOMEOWNER
R
CONSULTATION)
/H2
RIM
64.1
Ro
INV.
59.7
�
i
5.31
o.
62
R
J „
ROOF
1
DRAIN 1 36 47'
RIM 65.2
DRAINARE
• •
THE YARMOUTH BOARD OF HEALTH SHALL REQUIRE THE FOLLOWING INSPECTIONS:
1. INSPECTION OF UNSUITABLE MATERIAL (IF ANY).
2. VERIFICATION OF SOIL CONDITIONS AND/OR GROUNDWATER ELEVATION (IF NECESSARY)
3. VERIFICATION OF CESSPOOL/LEACH PIT REMOVAL OR ABANDONMENT (IF NECESSARY)
4. INSPECTION OF CONTAINMENT WALL OR FLOW BARRIER INSTALLATION (IF ANY)
5. FINAL INSPECTION OF ALL COMPONENTS PRIOR TO BACKFILLING
DCE ##21-241
Scale:1 "= 20'
MEI
0 10 20 30 40 50 FEET
SHEET 1 OF 2
OSED 7,000 SF
UILDI
)ER CONSTRUCTION
(50' x 140')
'�UB EL. 65.5
2011
= ' •v`1REA� SITE PLAN
'►► '�'DRAIN OF
RIM 65.0
�a
#24 EASY STREET
YARMOUTH PORT, MA
PREPARED
FOR
n w
z
SAND DOLLAR PROPERTIES, LLC
DATE: AUGUST 20, 2021
REV.: NOVEMBER 3, 2021 (SPR COMMENTS)
REV.: NOVEMBER 30, 2021 (REMOVE WALK)
,�yNOFMASS. �NOFMgssyc� REV.: DECEMBER 29, 2021 (MOVE SAS)
� REV.: JUNE 10, 2022 (IWWHT, TESTHOLES)
G
DANIELA. 9G�� o DAA. s�
OJALA OJALA
CIVIL "
N. 46502 No. 40980
o
q Q �0F o�P off 508-362-4541
�FGrST��`�o���gMo�ss �o� I fax 508-362-9880
�SS/ONAL �� SURD downcape.com
down cape ell iaeefiftf inc.
civil engineers
land surveyor's
DANIEL A. OJALA, P.E., P.L.S. DATE
939 Main Street (Rte 6A)
YARMOUTHPORT MA 02675
21- 241
4L
SAW CUT EDGES TO OBTAIN CLEAN FULL THICKNESS
BUTT JOINT ON EXISTING BASE AND REMOVE OLD
PAVEMENT TO PROVIDE A STRAIGHT EDGE.
STREETS, DRIVEWAYS
LAWNS AND
AND WALKS
CROSS COUNTRY
BITUMINOUS PAVEMENT
2' BASE. 1" TOP MDPW TYPE 1-1
LOAM AN
AS SPECI
SEED
IED
EXISTING PAVEMENT
°00bOO
GRAVEL
o Q d o°,o
BASE COURSE
8" REPROCESSED GRAVEL
d
COMPACTED
APPROVED
Y/\\//
V
BACKFILL
p p° o
PIPE
O.D.
00
° 00 o \�
12' MIN. /\
8"MAX
9"MIN.
12"MIN.\'
\\
°0
0
\\
FILTER FABRIC
(IF REQ'D)
PIPE
UNDISTURBED FIRM MATERIAL
COMPACT BACKFILL IN 6"
LIFTS (TYP. ALL DRAINAGE)
EARTH TRENCH
EXCAVATION- EARTH OR ROCK
ALL ROCK EXCAVATION AND STONES
LARGER THAN 6" SHALL BE
DISPOSED OF AND REPLACED WITH
APPROVED EXCAVATED MATERIAL
OR GRAVEL BORROW.
0
1/2 Q.D.
o0D°
obOp°bo°°b°O
\\ 6" MIN.
600'o°o°
°ovA° e�Ooo° \\
UNDISTURBED
ROCK SURFACE
ROCK TRENCH
STANDARD DETAIL
PIPE IN TRENCH
NOT TO SCALE
CAREFULLY COMPACTED
SELECTED MATERIAL OR
GRAVEL BORROW
CAREFULLY COMPACTED
SELECTED MATERIAL
SEE PAVEMENT SECTION
HEAVY DUTY H-20 COVER
LABELED "DRAIN" F&C
DRILL (2) 1 "0 HOLES IN COVER
(4) TOTAL ON DRAINAGE H-20 F&C TO PLAN GRADE
BED IN CONCRETE UP TO BINDER COAT PAVEMENT /
H-20 H-20 RISERS
MIRAFI 140N FABRIC OVER PRECAST MORTAR ALL ' '
FABRIC LINE ALL SIDES OFJD��INAGERISERS SLOTTED 12"0 HDPE COMPONENTS DRILL (2) 1"0
AS REQ. ADS N-12 OR EQ. HOLE
SET L INV.
PROPOSED 2.0 ( P.) 12" X 24"
H-20 ELBOW OR
LEACHPIT INV. EQUIVALENT
i� LISTED
6'OX6'-8" SHOREY6'-6" X 4' I.D.H-20 LP OR EQUAL INV. LISTED
H-20
.. ...:...............,....: MAN HOLE
STOKE.,.... SHOREY OR EQUAL
4''. MIN. AROON D PIT 4' SUMP MIN.
" FLAT TOP STRUCTURE
�6" STONE UNDER
1-1/2" DOUBLE WASHED STONE (TYP.)
DRAINAGE CROSS SECTION
NOT TO SCALE
6" OSCH-40 PVC AT 2% MIN.
FROM ROOF DRAINS
33 1 /4"
ADJUSTING BLOCKS/H-20 RISER
MORTAR ALL COMPONENTS
(TYP.)
_ ............................
00 ...........................
0000000° 0000000
0 0 0, 0, 0
0°0°o°oo
0°0 0 0 0 0°0°0°0°°0
O°o°O°O°O o°°°o°o°o.
o°o°o°o°o o°o°
o°o°o°o°0 6'-8" X 6'� 00o°o°o0000000
000000000 _ 0°0°0°0°0
0 0 0 0 o H-20 0 0 0 0 0
0 0 0 o p 00°0°°°0°
000000000 1000 GAL. o00000000
0 0 0 0 0 - o 0 0 0 o
00 LEACHPIT o°o°
0 0 0 0
CO
°°°°SHOREY OR EQUAL 0°0°0°0°°0
o°o°o°o°o o°o°o°o°0o
ODOgogogo
00001D0000000000000
0°0°0°0°0 0°0°0°0°0
0 0 0 0 0 0 0 0
000000000cj 000°00000
o"o"o"o"0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0"0"0"0000
o°o°o°o°o°o°o°o°o°o°0000000°0000000000000°0°0°0°0°
_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o
3/4" — 1 1/2"
DOUBLE WASHED STONE
2' MIN. AROUND PIT
& 6" UNDER PIT
ROOF DRAIN SECTION
IN
11►
FOURTH FLANGE AT BASINS
WITHOUT CURB INLET
2'-10"
NOT TO SCALE
4 1/2"
N
4 1/2"
SECTION A -A
FRAM E AN D G RATE
SCALE: 1/2" = 1 '-0"
26"
MANUF. LeBARON, BROCKTON, MA
MODEL: LF 248-2
WEIGHT: 480 LBS
(OR APPROVED EQUAL 8" F&G)
/8"
MANUF. LeBARON, BROCKTON, MA OR APPROVED EQUAL
MODEL: LK 110
WEIGHT: 475 LBS
TYPICAL ACCESS COVER
SCALE: 3/4" = V-0"
z
5
ALL FLOATS TO BE
CONNECTED TO AUDIO
AND VISUAL ALARMS
DEDICATED VENT BACK THROUGH
PLUMBING STACK.
CONTRACTOR TO PROVIDE
PITCH
TO DRAIN BACK, NO LOW POINTS
30" CAST IRON COVER ON 30" I.D. H-20 RISER INTERNAL
CONTRACTOR TO PROVIDE
TANK RISER TO EXTEND UP INTO H-20 RISER TO WITHIN 12"
SIGN ON BUILDING ADJACENT
OF FINISHED GRADE FOR EASE OF ACCESS.
TIGHT TANK WITH LETTERING
NORMAL HIGH WATER LEVEL ALARM
"NON -HAZARDOUS
TO BE SET FOR 3/4 OF TANK
CONTRACTOR TO PROVIDE
INDUSTRIAL WASTE
CAPACITY, ALARM AND PRESS TO
LEAK DETECTION FLOAT ACCESSED
WATER HOLDING TANK"
SILENCE SWITCH ON PANEL INSIDE
THROUGH 24" RISER
IN 2" LETTERING.
BUILDING. LOW VOLTAGE FLOATS,
IN INTERSTITIAL SPACE BETWEEN TANKS
SIMPLEX PANELS,
=' MEYERS OR EQUAL.
TANK DESIGN:
0
0
0
0
PROPOSED USE: FLOOR DRAIN PER PLUMBING
65.0'
CODE, ESTIMATED 500 GAL ONCE PER MONTH,
HAND WASHING EST. 220 GPD, 220 GPD + 20
(2) 3/4" GALV. STEEL
GPD FLOOR DRAIN X 5 =1,200 GAL REQ.
VENT
USE 1500 GAL. TIGHT TANK (ADEQUATE).
CONDUIT FOR ALARMS.
65.5'
VENT
HOLDING TANK SHALL BE H-20 1500 GAL.
INDUSTRIAL WASTE WATER TANK HOLDING
SYSTEM BY ACME PRECAST OR EQUAL. DOUBLE
CONTAINMENT HOLDING TANK SYSTEM SHALL
CONSIST OF H-20 RATED WATER -PROOFED
2500 GAL. SEPTIC TANK CONCRETE VAULT
W/INTERNAL 1500 GAL. WATER -PROOFED
MONOPOUR TANK, VENTED, WITH PLASTIC
RISERS UP INTO 2500 GAL RISERS. VENT THRU
BLDG. STACK. COORDINATE WITH PLUMBER.
SIGNAGE "NON -HAZARDOUS INDUSTRIAL
WASTEWATER HOLDING TANK" SIGN TO BE 56.1'
INSTALLED ON BUILDING ADJACENT, SEE
SEPARATE CONSTRUCTION SPECIFICATIONS FOR
DETAILS, LOG BOOK REQUIREMENTS, ETC.
REFER TO 314 CMR 18.00.
8" H-20 F&G RIM LISTED
BED IN CONCRETE UP TO BINDER COAT PAVEMENT
BRICK ADJUSTING COURSE
MORTAR
(TYP.)
C.B. TRAP
12"0 HDPE PIP
H-20 CATCH BASIN
4' MIN. SUMP
6'-6" X 4' I.D. SHOREY SOLID
BASIN H-20 OR EQUAL
4" MIN. PEASTONE
AND MIRAFI 140NS
FABRIC OVER STONE
N OF MgSs� ti
DANIELA. Gs�
OJALA
CIVIL N
Nq. 46502
�a �k;
FLOOR DRAINS
SEE PLUMBING
INTERNAL 1500 61.0' DRAWINGS
CONCRETE TANK NOTE: HOLDING TANK IS DEFINED AS A
WATERPROOF -WATERTIGHT "DEDICATED SYSTEM" UNDER THE PLUMBING CODE
USE CAST IRON PIPE, PLUMBER TO
MAKE UP CONNECTIONS AND VENTS
'��AOTH TANKS TO BE
WATERPROOFED INSIDE
WITH SPRAY ON LINER
H-20 HOLDING TANK
NOT TO SCALE
CAPE COD BERM
12"X3" INTERGRAL WITH TOP COAT
1.5" TOPCOAT MASS DPW
TYPE II
2.5" BINDER BITUMINOUS HOT MIX ASPHALT
EXTEND GRAVEL 6" MIN. /NON FROST SUCEPTIBLEN 8" REPROCESSED ASPHALT GRAVEL
PAST EDGE PAVE BELOW GRAVEL 24" MIN. MDPW SPEC. VIB. ROLLER COMPACTED
COMPACT SUBGRADE
PAVEMENT CROSS SECTION
NOT TO SCALE
REMOVE TOPSOIL
COMPACT SUBGRADE
2" COMPACTED THICKNESS 3/4"-1.5" BLUESTONE
8" REPROCESSED ASPHALT GRAVEL
MDPW SPEC. VIB. ROLLER COMPACTED
GRAVEL AREA CROSS SECTION
NOT TO SCALE
EE
"CALIPER
'ARKING/BUFFER TREE
:INFORCED NEW BLACK RUBBER
)SE (1/2" ID)
IUBLE STRAND 12 GA
LV ANNEALED TWISTED WIRE
EE WRAP. LAP ENDS DOWN
) NOT STAPLE
STAKES EQUALLY SPACED
OUND TREE 2 1/2"x2 1/2.00'
'ACED 1'-0" FROM TRUNK,
AWED DARK BROWN.
AKES DRIVEN AT ANGLE AND
)LLED VERTICAL WITH WIRE
N 4'-0" BURIED
N 3" DEEP SAUCER
DEPTH SHREDDED BARK MULCH
ADJUST HEIGHT TO
ORIG. PLANT REVEAL
:MOVE BURLAP FROM TOP
ELF OF ROOTBALL
)MPACTED SUB —GRADE
)IL MIX
TREE PLANTING DETAIL
NOT TO SCALE
DETAIL SHEET
TO ACCOMPANY
SITE PLAN
OF
#24 EASY STREET
YARMOUTH PORT, MA
PREPARED SAND DOLLAR CUSTOMS LLC
OF M,q�
DANIEL
A.
OJAL.A
No. 40960
�0�E��:
ANC sua"
�LC��
DANIEL A. OJALA PLS PE DATE
DATE: AUGUST 20, 2021
REV.: NOVEMBER 3, 2021 (SPR COMMENTS)
REV.: NOVEMBER 30, 2021
REV.: DECEMBER 29, 2021
REV.: JUNE 10, 2022
off 508-362-4541
I fax 508-362-9880
downcape.com
dow/1 cape engineering, AM
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOU THPOR T MA 02675
SHEET 2 OF 2
DCE # 19-158