HomeMy WebLinkAbout803 Route 28 - Site Plan of Land 24 1/2"
FOURTH FLANGE AT BASINS
WITHOUT CURB INLET
SECTION A -A
MINIMUM FRAME WEIGHT: 3 -FLANGE - 265 LBS.
4 -FLANGE - 295 LBS.
MINIMUM GRATE WEIGHT: 215 LBS.
PASS AREA: 255 SQ. IN.
FRAME AND GRATE
1" = 1'- 0"
4 1/2"
MANHOLE COVER SEE DETAIL
XX MORTAR ALL COMPONENTS (TYP.)
// 24" I.D. PRECAST CONC. RISER AS REQ.
4'0 PRECAST DONUT 1" OVER FIELD
4" THICK 4000 PSI CONC. W/WWF
OBSERVATION HOLE IN CTR.
LEACHING FIELD ,
12" PERF. HDPE
PUMP OUT WELL
TO SAND AT BOTTOM L.F.
NOT TO SCALE
LEGEND
24 1/4"
EXISTING CONTOUR
I
A ;
1
N x I
��
�I
EXIST. SPOT ELEV.
-[991-
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
1\
3
SEPTIC \RIM
RESERVE
❑o[J❑o❑o❑o❑
❑T❑C❑CIo❑o❑
EiLl 1 1 'EIoDo�
L10 DOCK]
o 0 0 0 0 0
❑o❑o❑o❑o❑o❑
❑o❑o❑o❑��❑o❑
22;
-
d
ELEV.
UTILITY. POLE
DEPTH
FIRE HYDRANT
NOTE: HOT ALL SYMBOLS MAY APPEAR IN DRAWING
Test Pit
0.0
EL=20.0
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
I t /4"
_
oco°o`°°o>0o°6-10" VARIES
aaa°pcoo<e<
4 1/2"
FOURTH FLANGE AT BASINS
WITHOUT CURB INLET
SECTION A -A
MINIMUM FRAME WEIGHT: 3 -FLANGE - 265 LBS.
4 -FLANGE - 295 LBS.
MINIMUM GRATE WEIGHT: 215 LBS.
PASS AREA: 255 SQ. IN.
FRAME AND GRATE
1" = 1'- 0"
4 1/2"
MANHOLE COVER SEE DETAIL
XX MORTAR ALL COMPONENTS (TYP.)
// 24" I.D. PRECAST CONC. RISER AS REQ.
4'0 PRECAST DONUT 1" OVER FIELD
4" THICK 4000 PSI CONC. W/WWF
OBSERVATION HOLE IN CTR.
LEACHING FIELD ,
12" PERF. HDPE
PUMP OUT WELL
TO SAND AT BOTTOM L.F.
NOT TO SCALE
LEGEND
---20-- _
EXISTING CONTOUR
+99.92
EXIST. SPOT ELEV.
-[991-
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
1\
3
SEPTIC \RIM
RESERVE
TEST HOLE
22;
SLOPE OF GROUND
ELEV.
UTILITY. POLE
DEPTH
FIRE HYDRANT
NOTE: HOT ALL SYMBOLS MAY APPEAR IN DRAWING
L=
e°.ltD 0lµ
Ides r°
d 5 ✓ //
I' /
Q OTe Sign 1, 7�/
I(
UNSUITABLE SOIL
/ \\ CB1
,il
1\
3
SEPTIC \RIM
RESERVE
PROPOSED
1380 SF
\7
DATE:
NOTES.
LIMIT OF 5'
EXCAVATOR:
UNSUITABLE SOIL
.>
REMOVAL
1\
AMY VON HONE R.S.
11.9 ADJUSTED GROUDWATER ELEV.
PROPOSED
THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
30'X 46'
ELEV.
LEACHING
DEPTH
FIELD SAS
20.00
Test Pit
0.0
EL=20.0
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
ABUTTING
DRAINAGE
Set In
D / ' 1 WATER METER PIT
\\ PRIVATE SERVICES
AFTER PIT
cl\ �` m ,1 M\\
o�
\4r
__ m N
- 1 \_ \ 6"�H40PVC AT 17
x \ i'- FROM ROOF DRAINS (TYP.)
Y\ \
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Meter
<��f `A'p
Qos�2�c <<oo 0
o
r Q
s. <o G�G�
46 �. G208o >. G O ct 1
x'2$0 rLN
NO \
915
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........
.k..
k:..k:::\i
rn O 'o
\? k1 1 0. r' %G
. \ \
.
::5::::::::5:::\ \ \ W ;\
1::3;4i??ii\ii)\
........X51}i:fr:§:;:. 0
kii:_iiikiiiiii3':i\ `\ ST � \ 5
.....:::.t:: \ "\\ \ ca P to 5•
\ \ ST2 S, `
:X:::::::1::::\ \ \ 9 p 6 1
`aC3??)i1»3>i....... \1 \ \ 20 I -,U
CIS IRIM 6"SCH40PVC AT 1%
FROM ROOF DRAINS (TYP.)
Q6B9 360`215
SSP OOIpRtN o `2 2� \ \ I I
ASFF \I
3 06 21\
R \ \ 11
0 11 PRE BV p�N s�Pg ea' o o N�
GpFiS e , zA5 0 11
� N g
1\� 1 11
� 1111
p � 111
soap
// 1\ m��o 111111 AREA DRAIN
_ 20.2 X11` & GRATE
t -
\ 1IM
95
1 a0 \ ii%ifi
4.51 /
i
t \ 1
ABUTTING
DRAINAGE RIMS-�
19.5
AREA DRAIN
/ 1 & GRATE
I
O\S-\EL\C 'LOQ\\NO
vOV\\�O R.'L5
g�2
i
20 0 20 40 60 Feet
SCALE: 1" = 20' 3/3/06
TITLE 5 FLOW: MIXED USE NO GARBAGE DISPOSALS ALLOWED
RESIDENTIAL 9 BEDROOMS (110 GPD/BEDROOM) = 990 GPD DESIGN FLOW
STORAGE GARAGE: 2 WORKERS (15 GPD/PERSON) = 30 GPD
1020 GPD
USE 1020 GPD DESIGN FLOW
SEPTIC TANK 1: 1020 GPD (200%) = 2040 GALLON REQ.
USE 2500 GALLON H-20 SEPTIC TANK ST1
SEPTIC TANK 2: 1020 GPD (100%) = 1020 GALLON REQ.
USE 1500 GALLON H-20 SEPTIC TANK ST2
USE C1 LAYER CLASS 1 SOILS FOR LEACHING <5 MPI = 0.74 GPM/SF LIAR
LEACHING: 1020 GPD/0.74 GPD/SF = 1378 SF LEACHING AREA REQUIRED.
USE (1) 30' X 46' LEACHING FIELD = 1380 SF > 1378 SF O.K.
BOTTOM CAPACITY = 30'X46'= 1380 SF X 0.74 = 1021 GPD >1020 O.K.
ADJ. FACTOR: $825/05 SEPTIC SYSTEM DESIGN DATA
TEST H OLE LOG
CLEANOUTS WHERE
fA
NDICATED SEE DETAIL
TF VARY SE PLAN
H-20 MANHOLE COVER (TYP.) (6 TOTAL ON SEPTIC)
\B 21.5 70P FOUND. EL. 22.0 21
PRECAST H-20
RISERS (TYP.) PRECAST H-20
t. rV, ' nRS
9" MIN. COVER 2'0 IF REQ.
9" MIN. COVER
18.77
.: 55' AT 1.5%
4"OSCH40 PVC
'LONGEST RUN
DATE:
NOTES.
LOCATION: TP -1
EXCAVATOR:
REID ELLIS
.>
ALSO SEE SHEET 1
B.O.H. AGENT:
AMY VON HONE R.S.
11.9 ADJUSTED GROUDWATER ELEV.
1.
THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
DAN OJALA PLS, EIT
ELEV.
MIRAFI 140N FABRIC OVER STONE
DEPTH
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
20.00
�'°
0.0
ce�y;e°`oe'000°o'o V. EL. 17.4'-17.66' VARIES
°o T.---
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
A L.S.
_
oco°o`°°o>0o°6-10" VARIES
aaa°pcoo<e<
111
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
10YR 3/2
°-c°°'°oo°oc°oo'g°o°r
DRPIEN AT ANGLE AND
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
111 PULLED VERTICAL WITH WIRE
4"
2.
ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
-4' (, 11
8- LOAMY MED.
-
TIN
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGS.
3" DEPTH SHREDDED BARK MULLH
2.5Y 6/6
AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD -
16.67
40"
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
HNF OF ROOTBAll
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.
PERC 2 MIN.IN
AND YARMOUTH HEALTH REGULATIONS.
BOTT. AT 48'
3.
VERTICAL DATUM IS ASSUMED. MUNICIPAL WATER IS AVAILABLE.
COVER TO GRADE
Le BARON CAST IRON LA0910
FEMALE ADAPTER &THREADED PLUG
4.
DESIGN LOADING FOR ALL PRECAST UNITS
H-20 RATED
GROUNDWATER EL.10.1 (9.9')
EL. 9.5
TO BE AASHTO-H20 UNLESS NOTED.
VALVE BOX TO
5.
THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
GRADE WHERE INDICATED
USGS HIGH GROUNDWATER
BE USED FOR PROPERTY LINE STAKING.
INDICATOR WELL:
MIW29
ZONE:
ZONE A
6.
6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED.
DANIEL A.'
. '
7.
ALL SEPTIC PIPING 4"0 SCH-40 PVC AT 1% MIN. UNLESS NOTED.
rU OJ2
CU FTALA
CONC.
B.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
No. CIVIL 02
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
v O i
SLEEVE PIPE TO ALLOW
MOVEMENT
9,
FROM BOARD OF HEALTH.
VARIANCE FROM BOH REGULATION: TOP FOUNDATION<2' ABOVE HI PT. RD (1.0' PROVIDED)
0�
moo,,, ST�ab ?� ;
t FSS NAL EAG\ M
10. COORDINATE UTILITIES WITH APPROPRIATE VENDORS. SCHEMATIC SHOWN FOR REFERENCGAS
'
CLEANOUTDETAIL
TO REAR
ADDITONALLFNOTESION SHEETSTOWN FOR CLARITY.
11. SEE
12. LAUNDRY FOR ON-SITE TENANTS ONLY. NO USE BY OFF SITE PERSONS ALLOWED.
DANIEL A. OJALA PLS, PE
NTS
TITLE 5 FLOW: MIXED USE NO GARBAGE DISPOSALS ALLOWED
RESIDENTIAL 9 BEDROOMS (110 GPD/BEDROOM) = 990 GPD DESIGN FLOW
STORAGE GARAGE: 2 WORKERS (15 GPD/PERSON) = 30 GPD
1020 GPD
USE 1020 GPD DESIGN FLOW
SEPTIC TANK 1: 1020 GPD (200%) = 2040 GALLON REQ.
USE 2500 GALLON H-20 SEPTIC TANK ST1
SEPTIC TANK 2: 1020 GPD (100%) = 1020 GALLON REQ.
USE 1500 GALLON H-20 SEPTIC TANK ST2
USE C1 LAYER CLASS 1 SOILS FOR LEACHING <5 MPI = 0.74 GPM/SF LIAR
LEACHING: 1020 GPD/0.74 GPD/SF = 1378 SF LEACHING AREA REQUIRED.
USE (1) 30' X 46' LEACHING FIELD = 1380 SF > 1378 SF O.K.
BOTTOM CAPACITY = 30'X46'= 1380 SF X 0.74 = 1021 GPD >1020 O.K.
ADJ. FACTOR: $825/05 SEPTIC SYSTEM DESIGN DATA
TEST H OLE LOG
CLEANOUTS WHERE
fA
NDICATED SEE DETAIL
TF VARY SE PLAN
H-20 MANHOLE COVER (TYP.) (6 TOTAL ON SEPTIC)
\B 21.5 70P FOUND. EL. 22.0 21
PRECAST H-20
RISERS (TYP.) PRECAST H-20
t. rV, ' nRS
9" MIN. COVER 2'0 IF REQ.
9" MIN. COVER
18.77
.: 55' AT 1.5%
4"OSCH40 PVC
'LONGEST RUN
DATE:
8/10/05
LOCATION: TP -1
EXCAVATOR:
REID ELLIS
.>
SEPTIC TANK #2
4'-3" LIQ. LEVEL
GAS BAFFLE
SHOREY 10.5'X5.67' OR EQUAL
B.O.H. AGENT:
AMY VON HONE R.S.
11.9 ADJUSTED GROUDWATER ELEV.
LATERALS 5' CENTER TO CENTER COMPACT BACKFILL
ENGINEER:
DAN OJALA PLS, EIT
ELEV.
MIRAFI 140N FABRIC OVER STONE
DEPTH
- TOP EL. 17.9-18.2 VARIES
20.00
�'°
0.0
ce�y;e°`oe'000°o'o V. EL. 17.4'-17.66' VARIES
°o T.---
1DAROUx10'
TREE
A L.S.
_
oco°o`°°o>0o°6-10" VARIES
aaa°pcoo<e<
111
°oo°so°
°ca B'UTTOV LEVEL AT 16.9
10YR 3/2
°-c°°'°oo°oc°oo'g°o°r
DRPIEN AT ANGLE AND
19.67
111 PULLED VERTICAL WITH WIRE
4"
MAN 4'-D" BURIED
11
-4' (, 11
8- LOAMY MED.
SAND
TIN
3" DEPTH SHREDDED BARK MULLH
2.5Y 6/6
16.67
40"
REMOVE BURLAP FROM TOP
HNF OF ROOTBAll
PERC 2 MIN.IN
BOTT. AT 48'
C2- MED. SAND
2.5Y 6/6
ADJ. GROUNDWATER EL. 11.9
GROUNDWATER EL.10.1 (9.9')
EL. 9.5
126"
BOTTOM
USGS HIGH GROUNDWATER
EST.
INDICATOR WELL:
MIW29
ZONE:
ZONE A
TITLE 5 FLOW: MIXED USE NO GARBAGE DISPOSALS ALLOWED
RESIDENTIAL 9 BEDROOMS (110 GPD/BEDROOM) = 990 GPD DESIGN FLOW
STORAGE GARAGE: 2 WORKERS (15 GPD/PERSON) = 30 GPD
1020 GPD
USE 1020 GPD DESIGN FLOW
SEPTIC TANK 1: 1020 GPD (200%) = 2040 GALLON REQ.
USE 2500 GALLON H-20 SEPTIC TANK ST1
SEPTIC TANK 2: 1020 GPD (100%) = 1020 GALLON REQ.
USE 1500 GALLON H-20 SEPTIC TANK ST2
USE C1 LAYER CLASS 1 SOILS FOR LEACHING <5 MPI = 0.74 GPM/SF LIAR
LEACHING: 1020 GPD/0.74 GPD/SF = 1378 SF LEACHING AREA REQUIRED.
USE (1) 30' X 46' LEACHING FIELD = 1380 SF > 1378 SF O.K.
BOTTOM CAPACITY = 30'X46'= 1380 SF X 0.74 = 1021 GPD >1020 O.K.
ADJ. FACTOR: $825/05 SEPTIC SYSTEM DESIGN DATA
TEST H OLE LOG
CLEANOUTS WHERE
fA
NDICATED SEE DETAIL
TF VARY SE PLAN
H-20 MANHOLE COVER (TYP.) (6 TOTAL ON SEPTIC)
\B 21.5 70P FOUND. EL. 22.0 21
PRECAST H-20
RISERS (TYP.) PRECAST H-20
t. rV, ' nRS
9" MIN. COVER 2'0 IF REQ.
9" MIN. COVER
18.77
.: 55' AT 1.5%
4"OSCH40 PVC
'LONGEST RUN
18.48
\L8 52
4' AT 1 %
6" GRAVEL & MECH.
roMP9GTION (TYP )
/-- 12"X3" CCBERM POURED INTEGRAL WITH TOP COURSE WHERE NOT AGAINST SIDEWALK
1' TOPCOAT OVER 2" BINDER
"o"o"ovOo'0"O"ovO0o0'"O
>OOp op 00000000 00p 0� 0� 00000
O
12" PROCESSED GRAVEL (OR REPROC. ASPHALT GRAVEL)
MDPW M1.03.1 VIB. ROLLER COMPACTED
12"-16" VARIE
PAVEMENT CROSS SECTION
NOT TO SCALE
4-OSCH40 PVC AT .0
WITH TITLE 5 ORI'
DANIEL
A.
OJALA
f]
c]
10" 1500 GAL H-20 14
cc TFF
101,
TEE 3000 GAL H-20 T E
SEPTIC TANK #1
SUMPAL
4'-3" LIQ. LEVEL GAS BAFFLE
SHOREY 10'X17' OR EQUAL
SEPTIC PROFILE
18.48
\L8 52
4' AT 1 %
6" GRAVEL & MECH.
roMP9GTION (TYP )
/-- 12"X3" CCBERM POURED INTEGRAL WITH TOP COURSE WHERE NOT AGAINST SIDEWALK
1' TOPCOAT OVER 2" BINDER
"o"o"ovOo'0"O"ovO0o0'"O
>OOp op 00000000 00p 0� 0� 00000
O
12" PROCESSED GRAVEL (OR REPROC. ASPHALT GRAVEL)
MDPW M1.03.1 VIB. ROLLER COMPACTED
12"-16" VARIE
PAVEMENT CROSS SECTION
NOT TO SCALE
4-OSCH40 PVC AT .0
WITH TITLE 5 ORI'
DANIEL
A.
OJALA
f]
c]
2'-10"
MANUF. LeBARON, BROCKTON, MA
MODEL: LT 105
WEIGHT: 430 LBS
TYPICAL ACCESS COVER
6" LOAM AND SEED ALL DISTURBED AREAS NOT Pf
EROSION CONTROL NETTING ON ALL SLOPES >10%
COVER TO
GRADE, MORTAR ALL COMPONENTS
18.20
SCALE: 3/4" = 1'-0"
LABEL SEWER OR DRAIN AS APPROPRIATE
PVC VENT
PROVIDE
INSECT SCREEN
INSPECTION PORT SEE DETAIL
MANHOLE COVER 24" DIA. H-20
1
00000p000000000 \ 17.78 I " " - - - - - ' - - - d°_°-°-
18' AT 1% 0 0 0 0 0 0 0 0 17.66 ° 17.93 INVERT 17.43°
16.90 i
17.95/PIPE LEVEL 1ST 2'
12' max, at 1%
--6"--6!MEGH. H-20 O-aox ON ta" roMp�,
10" 1500 GAL H-20 14
cc TFF
Q
SUMPAL
3/4"-1-1/2" DOUBLE WASHED STONE FIELD 30' WIDE X 60' LONG
SEPTIC PROFILE
.>
SEPTIC TANK #2
4'-3" LIQ. LEVEL
GAS BAFFLE
SHOREY 10.5'X5.67' OR EQUAL
-•
-
11.9 ADJUSTED GROUDWATER ELEV.
LATERALS 5' CENTER TO CENTER COMPACT BACKFILL
2'-10"
MANUF. LeBARON, BROCKTON, MA
MODEL: LT 105
WEIGHT: 430 LBS
TYPICAL ACCESS COVER
6" LOAM AND SEED ALL DISTURBED AREAS NOT Pf
EROSION CONTROL NETTING ON ALL SLOPES >10%
COVER TO
GRADE, MORTAR ALL COMPONENTS
18.20
SCALE: 3/4" = 1'-0"
LABEL SEWER OR DRAIN AS APPROPRIATE
PVC VENT
PROVIDE
INSECT SCREEN
INSPECTION PORT SEE DETAIL
MANHOLE COVER 24" DIA. H-20
1
00000p000000000 \ 17.78 I " " - - - - - ' - - - d°_°-°-
18' AT 1% 0 0 0 0 0 0 0 0 17.66 ° 17.93 INVERT 17.43°
16.90 i
17.95/PIPE LEVEL 1ST 2'
12' max, at 1%
--6"--6!MEGH. H-20 O-aox ON ta" roMp�,
COMPACTION (TYP.) ACME 069 H --62011N. 0R
Q
SUMPAL
3/4"-1-1/2" DOUBLE WASHED STONE FIELD 30' WIDE X 60' LONG
SEPTIC PROFILE
BOTTOM LEVEL AT EL 16.7
NOT TO SCALE
11.9 ADJUSTED GROUDWATER ELEV.
LATERALS 5' CENTER TO CENTER COMPACT BACKFILL
-SEE PAVEMENT SELTION
1
1111
MIRAFI 140N FABRIC OVER STONE
DO NOT STARE
/j
- TOP EL. 17.9-18.2 VARIES
�'°
ce�y;e°`oe'000°o'o V. EL. 17.4'-17.66' VARIES
°o T.---
1DAROUx10'
TREE
g
°°�o�0°?^°°o�c8°°�°<°c°0°o�°°ooooog°o
°op°ooa<�°o°o°oo000°o<o°grooiSo`<jgo<Q oo°<oe0�a'0ooo0°oe0aec0°oo°0000roaaa,;oco°°o°<oc°�°o°cooa�°°oo0o
S;�°<<o°o
_
oco°o`°°o>0o°6-10" VARIES
aaa°pcoo<e<
111
°oo°so°
°ca B'UTTOV LEVEL AT 16.9
STAINED DARK
BROWN.STAKES
°-c°°'°oo°oc°oo'g°o°r
DRPIEN AT ANGLE AND
,1
COMPACTED SUB -GRADE
SOIL MIX
12'
_ MIN /MIN
TREE PLANTING DETAIL
/(
DATE
;TED
COURSE
140N
& SIDES
'EASTONE
COXV SHOREY OSOLID 12"0 SLOTTED H-20
SECTION TH R U DRAINAGE
CORRUGATED HDPE PIPE
ADS N-12 OR EQUAL
.75"-1.5" DOUBLE
:e"•': WASHED STONE
MIRAFI 140N 3 ;.;�•� '.: .'
FABRIC LINE ALL SIDES OF DRAINAGE
..
�:...:
3'
TRENCH CROSS SECTION
NIS
APPROVED BY HEALTH DEPT.
DATE SATE PLAN OF LAND
_SOUTH YARMOUTH, MA
of 508-362-4541
+ . fax 509 362-9880
PREPARED FOR
down cape engineering, in c. MARIE CAROIN
CIVIL ENGINEERS
LAND SURVEYORS DATE: AUG 30, 2006
K39 Main Street - YARMOUTHPORT, MASS.
REVISED: SEPT. 22, 2006 (SPR COMMENTS)
REVISED: DEC. 27, 2006 (SPR COMMENTS)
Scale:1 "= 20'
0 10 20 30 40 50 FET SHEET 2 OF 2
05-197 GARAGEPLAN2.DWG
Q
REINFORCED NEW BUCK RUBBER
HOSE (1/2' ID)
DOUBLE STRAND 12 CA
GeLV ANNEALED TWISTED WIRE
11
TREE WRAP. IAP RIDS DOWN
1
1111
DO NOT STARE
/j
3DEQUALLYSPACED
1DAROUx10'
TREE
!I SPACED 1'-0- FROM TRUNK,
111
STAINED DARK
BROWN.STAKES
DRPIEN AT ANGLE AND
,1
111 PULLED VERTICAL WITH WIRE
1
MAN 4'-D" BURIED
11
-4' (, 11
! MIN 3' DEEP SAUCER
TIN
3" DEPTH SHREDDED BARK MULLH
REMOVE BURLAP FROM TOP
HNF OF ROOTBAll
COMPACTED SUB -GRADE
SOIL MIX
12'
_ MIN /MIN
TREE PLANTING DETAIL
/(
DATE
;TED
COURSE
140N
& SIDES
'EASTONE
COXV SHOREY OSOLID 12"0 SLOTTED H-20
SECTION TH R U DRAINAGE
CORRUGATED HDPE PIPE
ADS N-12 OR EQUAL
.75"-1.5" DOUBLE
:e"•': WASHED STONE
MIRAFI 140N 3 ;.;�•� '.: .'
FABRIC LINE ALL SIDES OF DRAINAGE
..
�:...:
3'
TRENCH CROSS SECTION
NIS
APPROVED BY HEALTH DEPT.
DATE SATE PLAN OF LAND
_SOUTH YARMOUTH, MA
of 508-362-4541
+ . fax 509 362-9880
PREPARED FOR
down cape engineering, in c. MARIE CAROIN
CIVIL ENGINEERS
LAND SURVEYORS DATE: AUG 30, 2006
K39 Main Street - YARMOUTHPORT, MASS.
REVISED: SEPT. 22, 2006 (SPR COMMENTS)
REVISED: DEC. 27, 2006 (SPR COMMENTS)
Scale:1 "= 20'
0 10 20 30 40 50 FET SHEET 2 OF 2
05-197 GARAGEPLAN2.DWG