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Retaining wait constructed using Keystone modular
concrete units or equivalent. 5 Marie's Doublefile Viburnum
Plant List
— —
Quantity Scientific Name _ Common Name Size
1 Althea syriccus 'Aphrodite' Pink/Red Hibiscus 7-Gal
8 Azalea macrontha Single Pink Azalea 2—Gal
3 Buxus sempervirens Common Boxwood 24-30"
1 3 Cornus kousa Kousa Dogwood 1.5-2"—Cal
1 5 Pink Weigela r, 10 Cupressocyporis leylandei Leyland Cypress 15—Gal
4 Compact Burning Bush 1
3 Erica Med. Pink Pink Winter Heath 1—Gal
31 Tam Juniper 4 Euonymus alatus compactus Compact Burning Bush 3—Gal
3 Kousa Dogwood 9 Euonymus fortunei vegetusBig—leaf Winter Creeper 2—Gal
3/4" Native Stone Driveway
3 Pink PJM Rhododendron 7 Forsythia intermedia Spring Glory Forsythia 3—Gal
Drain 4 Hydrangea macrophyllo Nikko Blue Double Blue Hydrangea 3—Gol
7 Forsythia 1 Hydrangea mocrophyllo Pia Dwarf Pink Hydrangea 3—Gal
8 Tom Juniper -- - " —
1 Dark Pink Spirea 6 H dron ea macro h Ila coerulea Laceca H dran ea 3—Gal
P Buried Wall _- Y 9 P Y P Y 9
f 4 Dwarf Japanese holly
3 Pink Winter Heath 10 Leyland Cypress 4 Ilex crenata 'Compacta' Dwarf Japanese holly 3—Gal
_ J
9 Ilex crenata 'Hellen' Heifer Japanese holly 2—Gal
`+ Crushed Stone �,, ,u,„ 3' Brick Walk i k
\ 4 Ilex glabra Shamrock Shamrock Inkberry 3—Gal ?
• '�_ 3 ilex mes. China Girl China Girl Holly 24-30"
1 \, 39 Juniperus sabina tomariscifolia Tam Juniper 2—Gal
1 Dwarf Alberto Spruce - Lown
1� 1 3 Leucothoe catesbaei Rainbow Rainbow Leucothoe 3—Gal
2 Picea glauca conics Dwarf Alberto Spruce 24-30"
9 Heller Japanese holly 2 Piens japonica Jap. Andromeda 24-30"
-Lawn✓i 2 Spreading Yew 1 Common Lilac ' 1 Prunus serrulate Kwanzan Kwanzan Cherry 2-2.5"—Cal '
2 Spreading Yew
• r 3 Rhododendron Aglo Pink PJM Rhododendron 3—Gal
J� 3 Lacecap Hydrangea
1 English Rose Rhododendron 1 Rhododendron English Roseum English Rose Rhododendron 24-30"
Porch �l �� 3 Rhododendron Holden Rose—Red Rhododendron 24-30"
r' ` 50 Rosa The Fairy Pink Fairy Rose 2 -Gal
37 Rosa 1 ru oso Pink Common Pink Beach Rose 2—Gol _ 4 Dwarf Pink Spires g
2 Spreading Yew 7, Skimmio,japonica female Skimmio 2—Gat
4 See Joint Grading Plan for 1: Skimmia japonica male Male Skimmio 2 -Gal
1 Dwarf Alberta Spruce / grading scheme
7 Skimmio Lawn 1 Spiraea Anthony Waterer Dark Pink Spirea 3—Gal
1 Male Skimmio
! 4 Spiraea Little Princess Dwarf Pink Spirea 2 -Gal
1 Syringo vulgaris purpurea Common Lilac 7—Gat
6 Toxus media densiformis Spreading Yew 24-30"
/ - f 3 Lacecap Hydrangea \
! 1
Porch 6 Thuja occidentalis techney Techney Arborvitae 4-5'
_
8 Viburnum plicatum tomentosum Moriesii Marie's ,Doublefile Viburnum 3—Gal
Y :5 Weigela florida Pink Princess Pink Weigela 3—Gal
8 Single Pink Azalea
J
{ J 3 Common Boxwood 1
4 Shamrock Inkberry J
��•.—..a _ 1 Dwarf Pink Hydrangea
2 Jap. Andromeda
3'Rose-Red Rhododendron
3 China Girl Holly
,- =y 4 Double Blue Hydrangea
1
Lawn
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. Basler
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1 Pink/Red Hibiscus . . . . .
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9 Big—leaf Winter Creeper . . . .. . . 1
3 Rainbow Leucothoe t
1 Kwanzan Cherry Lawn
-j — 41 Tie Steps
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50 Pink Fairy Rose J Crushed Stone
1
MDuSh
�D'hMCt1EE \ _ — 37 Common Pink Beach Rose
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OA oK�RD _ ;
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Fieldstone Wall "' y ,
F
_ Roses
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Juniper 1�
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` Walk l'
The Pitruzzel lo, Residence Lawn
14 Pheasant Cove Circle, Yarmouthport crushed}
Buried Tie Wail 13 Techney Arborvitae
B Philip Le Cheney 508-394 1373 Stene
Y P Y
T teal Front Cross—Section
Scale: 1 8, 1. 0 5/31/2001 Yp
F
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100 - EXISTING CONTOUR
FLooR=23.5±' SEPTIC PROFILE
TOP FNDN = 22.5' /23.5±'
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) SLAB=21.2' , ACCESS COVER TO WITHIN 6` OF FIN, GRADE (NOT TO SCALE)
DESIGN FLOW: 2- BEDROOMS 170 220 /j� ACCESS COVER (WATERTIGHT) TO
( GPD) GPD % 1H MINIMUM .75 OF COVER. OVER PRECAST %- WITH;N 6" OF.. FIN, GRADE
USE A 220 GPD DESIGN FLOW 2% SLOPE REQUIRED OVER SYSTEM
SEPTIC TANK: 220 GPD (2 ) _- 440 22.4'
RUN PIPE LEVEL ` 2 DOUBLE WASHED PEASTDNE
USE A 15_00 GALLON SEPTIC TANK PROPOSED 1500 G�q / -FOR FIRST 2' �- �_ 21 65'
LEACHI GA cy �e �(
NG. 160+ K (H SEPTIC 1575' w TEST HOLE LOGS `
_L(36 12 2 = TANK (H- i8 ) o e
SIDES: ) (.37) 71 '' FACTORY WATERPROOF �$ �� 21.15' 0 21,15 / 1 ® ® ® ® C3 o
36 x 12 (.37) 159 8 MIN BAFFLE 21,32 00«ITEE� _ _- 8 96® ® ® ® ® ENGINEER: RICK JUDD, RS
BOTTOM: 2 ) o o BRUCE MURPHY RS
(�% SLOPE �6" CRUSHED STONE OR MECHANICAL o 8G ao So WITNESS: - �
TOTAL: 624 S.F. 230 GPD q' COMPACTION. (15.221 {z]} oo 19.15' DATE: 7Z13 & 14, 2000
USE 4 FLO DIFFUSORS WITH 2' STONE A7 ENDS, DEPTH OF Flow = 1
TEE SIZES: (-Y SLOPE) ( R $LOPE) 3/4• TO 1 112' DOUBLE VASHED STONE------J�h3yR LO( -VS
4' STONE AT SIDES, AND 12" UNDER INLET DEPTH = 10" CLASS III SOILS q4y
06 L. x 12' W. x 2' DEEP) OUTLET DEPTH = 14" 4' (15.212)
FOUNDATION- 1O' ST 5' PUMP LEACHING MOTTLING ®15.15'
BOARD OF HEALTH CHAMBER 5' D' BOX 2' --- FACILITY
APPROVED DATE MA
QELEV. ELEV.
ALARM AND CONTROL PANEL _ _
p" 16.65' c' Q 16.21'
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON
CIRCUIT FROM PUMP INV. IN 15,63'
1000 GAL. H-10 S/ 2" PRESSURE PIPE TO D•BOX
ALARM ON 800 GAL.+ SLOPE TO DRAIN BACK TO PC
FLOAT SWITCH RESERVE EEP HOLE
FILL
I
9"
AID
SL
10YR 3/2
LE SOIL LAYER. REPLACE WITH CLEAN
MED. SAND. ENGINEER TO INSPECT AND CERTIFY
BW
SETTINGS
PUMP ON
17"
FINE SL
TITLE 5 VARIANCE REQUIRED:
17"
10YR 3/2
4-
WORKING RANGE B.
NECK VALVE
27"
15.248 NO RESERVE"
MOT
FINE SL
10YR 6/4
IOYR 6
4'
ZOELLER 'WASTEMATE'
LFS
TOWN OF YARMOUTH VARIANCE REQUIRED:
15"
2.5Y 5/6
15.40
SILTY LOAM
PUMP OFF 4'
SUBMERSIBLE MODEL M292 1/2 HP PUMP
2.SY 6/4
r
-\
5.54
+16.Oc U+
'(o
C2
SYSTEM (OR EQUAL)
TH
VARIANCE REQUESTED)
NG. 160+ K (H SEPTIC 1575' w TEST HOLE LOGS `
_L(36 12 2 = TANK (H- i8 ) o e
SIDES: ) (.37) 71 '' FACTORY WATERPROOF �$ �� 21.15' 0 21,15 / 1 ® ® ® ® C3 o
36 x 12 (.37) 159 8 MIN BAFFLE 21,32 00«ITEE� _ _- 8 96® ® ® ® ® ENGINEER: RICK JUDD, RS
BOTTOM: 2 ) o o BRUCE MURPHY RS
(�% SLOPE �6" CRUSHED STONE OR MECHANICAL o 8G ao So WITNESS: - �
TOTAL: 624 S.F. 230 GPD q' COMPACTION. (15.221 {z]} oo 19.15' DATE: 7Z13 & 14, 2000
USE 4 FLO DIFFUSORS WITH 2' STONE A7 ENDS, DEPTH OF Flow = 1
TEE SIZES: (-Y SLOPE) ( R $LOPE) 3/4• TO 1 112' DOUBLE VASHED STONE------J�h3yR LO( -VS
4' STONE AT SIDES, AND 12" UNDER INLET DEPTH = 10" CLASS III SOILS q4y
06 L. x 12' W. x 2' DEEP) OUTLET DEPTH = 14" 4' (15.212)
FOUNDATION- 1O' ST 5' PUMP LEACHING MOTTLING ®15.15'
BOARD OF HEALTH CHAMBER 5' D' BOX 2' --- FACILITY
APPROVED DATE MA
QELEV. ELEV.
ALARM AND CONTROL PANEL _ _
p" 16.65' c' Q 16.21'
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON
CIRCUIT FROM PUMP INV. IN 15,63'
1000 GAL. H-10 S/ 2" PRESSURE PIPE TO D•BOX
ALARM ON 800 GAL.+ SLOPE TO DRAIN BACK TO PC
FLOAT SWITCH RESERVE EEP HOLE
FILL
I
9"
AID
SL
10YR 3/2
LE SOIL LAYER. REPLACE WITH CLEAN
MED. SAND. ENGINEER TO INSPECT AND CERTIFY
BW
SETTINGS
PUMP ON
17"
FINE SL
TITLE 5 VARIANCE REQUIRED:
17"
10YR 3/2
4-
WORKING RANGE B.
NECK VALVE
27"
15.248 NO RESERVE"
MOT
FINE SL
10YR 6/4
IOYR 6
4'
ZOELLER 'WASTEMATE'
LFS
TOWN OF YARMOUTH VARIANCE REQUIRED:
15"
2.5Y 5/6
15.40
SILTY LOAM
PUMP OFF 4'
SUBMERSIBLE MODEL M292 1/2 HP PUMP
2.SY 6/4
3,7: PROPOSED LEACHING FACILITY TO BE 73' TO SUBSURFACE DRAIN (27'
VENT +15 29
5.54
+16.Oc U+
'(o
C2
SYSTEM (OR EQUAL)
TH
VARIANCE REQUESTED)
1GLEY5/10Y
6" CRUSHED
STONE OR 000000 �� o0 00
2.37
18-15.15'
MOTTLES 30%
C
COMPACTION
-_-------"-'
228"
-2.7
z.6Y 7/2
SILTY LOAM
40'
5
PUMP CHAMBER
TW =
10YR 5/s
2.5Y 5/2
y 1V1 x.97C
UUU
(NOT TO SCALE)+15.22
17.60
22.i
66"
PERC
'..
PE
FACTORY WATERPROOF
PROP. 3 BR
DWELLING
cF
80-
BANDS OF SILTY
1 B
0�1
=
TF 22.5'
r
CLAY LOAM AT
46"
1V
o
CONCRETE RETAINING WALL FOR DRIVEWAY
-Z6�
-
PERC: 4 HR. PRE-SOAK
120" - 158"
PROPOSED TO BE FACED WITH STONE
2?
OVERNIGHT SWELL
BENCHMARK - CTR. OF
'f-1
.46 �6.6
PERC: 9:35/INCH
56"
CATCH BASIN
sse
22.4
EL. = 15.11 (NGVD)
120'00
FENCC
PIPE DRAINS TO WETLAND
152"
obs water
3.98
-15.48
'I
(SALT MARSH)
64"
+15.74
...�
.t X
MATH6
WOOD TIE RET. WALL
ELEV. - 16.D'
TW= 23'
164"
-_
s
zo20%128•
FILL
I
12"
rn
LE SOIL LAYER. REPLACE WITH CLEAN
MED. SAND. ENGINEER TO INSPECT AND CERTIFY
-
AD
17"
FINE SL
17"
10YR 3/2
1.
Bw
o
27"
SL
MOT
29"
10YR 6/4
IOYR 6
Cl
LFS
32"
10YR 6/4
Cl
RC
SILTY LOAM
MOTTLE
2.5Y 7/
68"
2.SY 6/4
10YR 5/
VENT +15 29
5.54
+16.Oc U+
'(o
C2
GAR
TH
SILT LOAM
1GLEY5/10Y
-15.85
0.
166'
2.37
C3
VERY F SANG
228"
-2.7
'LE EL. 14.38'
S 309
z PERC: 8:10/INCH
(EL. 19.3 5.45 9
� CO11C. RET• V1ALL
58
17. 19 18 �:.?_I w +15.27 '
6 te.s REMOVAL OF UNSUITABLE SOIL REQUIRED 3� FAILED ELEV.
ELEV.
15.6 6.6 TH itrt6.27 i c TH2 AROUND PERIMETER OF LEACHING FACILITY5, DOWN .
y� �° Lo TO SUITAB
1737
--
1a a
s
I
rn
LE SOIL LAYER. REPLACE WITH CLEAN
MED. SAND. ENGINEER TO INSPECT AND CERTIFY
-
_
17"
1OY
q314
1.
o
27"
10YR 6/6
REMOVAL.
Bs
LFS
32"
10YR 6/4
Cl
j
SILTY LOAM
T
PROP.
VENT +15 29
,
32'
+16.Oc U+
'(o
GAR
TH
15
-15.85
0.
31 3
n
TW a PROP. CONCRETE RETAINING WALL
SLAB - 20'
22.0' (SEE DETAIL)
40'
TW =
y 1V1 x.97C
UUU
17.60
22.i
'..
Q
a
PROP. 3 BR
DWELLING
cF
-
•' NOTE: IF PRIMARY SYSTEM SHOULD FAIL, REMOVE SYSTEM IN
ITS ENTIRETY, REMOVE ALL CONTAMINATED SOILS
1 B
0�1
=
TF 22.5'
r
AND REPLACE
SOILS AND SYSTEM IN KIND. ENGINEER TO INSPECT AND CERTIFY
46"
1V
o
-Z6�
lW
REMOVAL AND REPLACEMENT.
N
2?
O +15,90
Cl
0
'f-1
.46 �6.6
�.
56"
22.4
TH1
13
1W
+17,94
64"
W o
+17.99
TW= 23'
W
21
TW = 21.85•
r
O
%
16.45
O
16.78
a
j
+16.85
N P p
��
WOOD'
TIE TW m 22.5
120„
Cl7
FILL
A
F- SL
E
LFS
Bhs
LFS
Bs
FS
Cl
SILT LOAM
FILL
12"
I
FIN
17"
1OY
q314
27"
10YR 6/6
1512,
Bs
LFS
32"
10YR 6/4
Cl
SILTY LOAM
7
obs water
2.5 Y 6/1
120"
�s -4-16.75 TW a 21.70' .�-.
PERC: > 30 MIN/INCH PERC: > 30 MIN/MCH
000
�(�J` �L7,37 �_' 12 � +16.7,\7 ..
DUE TO VARIABILITY OF SOILS IN AREA, FOUNDATION TH4 LANDSCAPE TIE WALLS Q ELEV.
DRAINS MAY BE REQUIRED o- (SEE DETAIL) ) 6
+17.53 Q 15.83' (Z ELEV.
15.45'
,.50 - A Ap -
F -SANDY FINE SANDY
+1719 LOAM LOAM
X 6" 10YR 3/2 6" 10YR 3/2
3"x 6" CHANNEL FOR RUNOFF Cl
+1759 Cl
70" 5.16'
6 MIL POLY VINYL AND MASTIC ®8"�
EL. 21.7' ON INSIDE OLOAM AND SEED
RETAINING WALL MOTTLES, 259 SILTY LOAM 9 14"
" TW a EL. 20' TOP FNDN =
22.5 2.5Y 7/3 MOTTLES 20
1oYR 6/6 2.5Y 6/2 SILTY LOAM
EL. 21. ' EL. 21.5' 2.SY 6/4 7.5YR 6/6
PERC
WASHED STONE60" PERC ® 2.5Y 6/4 PERC
1 DEP< 8 MIN/INCH
' TH PERC < 7 MIN/INCH 60"
#3 BARS 0 12" HORIZONTAL,
CONTINUOUS AT CORNERS TW
9' �a. t Ctfna;Fi,.;
8' 0 EL. 15.3'
PERVIOUS CEOTEXTILE FABRIC 7'L' PERVIOUS GEOTEXTILE FABRIC 150" obs water
�! }:
_
o ,'':.:•.::...•;'., :..•.: C2 130" obs water
z" '.. �/5 BARS 12" O.C. FOR VERTICAL �"��• •"'�"••'"•! F -VERY
CL. REINFORCEMENT EL17.0+
-Cl- SAND -
q" EL 16.0+
46 /�4 BARS, 12" CENTERS • 162" FINE SANDS 136"
3" 12.7' BASE EL. STA66EPED SPIKES �� ExcnvaTE To EL 15.0'
X60.SECTI❑N VIEW 'B - B'
. 3" CL
NATURAL SOIL
6' x 6' P.T. LANDSCAPE TIE KNEE WALL
..`.._--. .q......_ _ PT TO SCALE _-... .r
CONIC, RET. WALL (NTS)
iF �
°C1y
LOCATION MAP NO SCALE
ASSESSORS MAP 149 PARCEL 33
ZONING DISTRICT: R 40
YARD S 'S,ACKS:
rt lNi = 30'
SIDE = 20'
REAR = 20'
PLAN REF. - 229/31
FLOOD ZONE: C
REQUIRED INSPECTIONS AND CERTIFICATIONS
1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS
COMPLETE.
2. ENGINEER SHALL STAKE FOOTING PRIOR TO POURI°IG
3. ENGINEER SHALL INSPECT FOOTING AND REBAR PRIOR TO POURING
OF WALL
4. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY
DEPOSITED
S. ENGINEER SHALL INSPECT AND CERTIFY SEPTIC COMPONENTS AND
-. PUMP MECHANISMS AFTER INSTALLATION
ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT
THE RETAINING WALL, SEPTIC SYSTEM AND PUMP MECHANISMS HAVE
BEEN INSTALLED M SUBSTANTIAL COMPLIANCE WITH THE APPROVED
PLAN.
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6, CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7, THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH,
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
11. ELECTRICAL PERMIT REQUIRED
TITLE 5 SITE PLAN
OF
14 PHEASANT COVE CIRCLE
IN THE TOWN OF:
YARMOUTH (PORT)
PREPARED FOR: CARL PITRUZZELLO
?�--� 20 40 60
SCALE: 1" = 20' DATE: NOVEMBER 7, 2000
REV. 1/27/01
REV, 1/31/01
REV, 2/16/01_
APPROVFD I
8 0f YARMMUT (',C= MITTEE
`IARNEAT�°�y G t,RJ
$ H. T l I ((
110
A OJALA, 4t ° DATE
Ott 506-362-4541
fox 506 362-9660
I
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 main st, yormouth, ma 02675