HomeMy WebLinkAbout6-A022SCREEN
DOOR
SCREEN PORCH
FL. 31.78' LOT 3)
32.
LAUNDRY/
PANTRY
18' LOWER DW
KITCHEN I EF W —D
O 10'-8A 1D sT +/ VN
n
END
LIVING RM.
"
SLOPED RAMP
(MAX. 1:12 SLOPE)
VINYL RAILING
SYSTEM
MED.
CL.
"Nm7i �Al rlMl 0 %�
OD
C
FLOOR PLAN (LOT 3
0
LINE OF ROOF
ABOVE
SK5
COMPOSITE DECKING
TO MATCH PORCH
ASSUMED
ELF -V.=95.(
BIT. CONC.
WALKWAY
COMPOSITE DECKING
TO MATCH ENTRY
(ASSUMED
ELEV =98.67"
SLOPED RAMP
(MAX. 1:12 SLOPE)
VINYL RAILING
P.T. 4x4 POST
WRAPPED
1x PVC TRIM
SHAPED 2x4
rOP RAIL.
FOR 'PICTURE FRAME*-TYP.
r"� RIGHT SIDE ELEVATION (LOT 3)
1 1/2"x1 1/2" P\
BALUSTERS
5 1/2" O.C.
2x4 PVC
BOTTOM RAIL
x3 PVC ON
X10 PVC
SKIRT BD.
31MPSON H2.5 CLIPS—
=A. JOIST
2
6x6 RED CEDAR (PRE -PRIMED)
"NANTUCKET" POST CAP
APPLY w/HIGH STRENGTH
ADHESIVE.
SHAPED 2x6 RED
I CEDAR RAIL
I OVER 2x4 R.C. SPACER
BLOCK
I
1x2 PVC
I -
- TOP +t BOTTOM
SPACERS BETWEEN
BALUSTERS
I -
5/4x6 COMPOSITE DECKING
FASTEN w/STAINLESS
STEEL RING SHANK NAILS
2 PER JOIST-TYP
P.T. 2x8 -
® 16" O.C.
2-P.T. 2x8 GIRT
1 Y'
==4
C==r
1'
2
1/2" GALV. LAG
BOLTS * WASHERS
COUNTERSINK FOR
FLUSH CONDITIONS
2x4 BLOCK
AT EA. POST
i2 HANDRAIL DET.
SCALE:1 1/2"=V-0"/-- SIMPSON EP544
10" DIA x48" CONC.
p SONOTUBE-TYP.
ASSUMED GRADE
u
— B/4"-1 1/2" DRAINAGE STONE –' 1 1 1 1
BELOW RAMP-TYP.
CROSS SECTION AT RAMP SCALE:Vwl'-O"
NOTE: ALL FASTENERS TO BE STAINLESS STEEL U.N.O.
ALL RED CEDAR TRIM TO BE PRE -PRIMED 4 PAINTED
"
SGALE:1/4. 1'-0• HANDICAP RAMPS -LOT 3
LOT 3 ELEV. 100.0"
i FLOOR
GRADE
REAR ELEVATION (LOT 3
SCALER/4' = T -O'
d
jL
F�
co
O
pq co
E a CO
awCQ
C) ° to
"'
I
�Lato
c�F
DATE: 051011107
REVISIONS:
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DATE: 051011107
REVISIONS:
.. •
SOIL TEST PIT DATA: JANUARY 29, 2003
SEPTIC TANK DETAIL: 1,500 GALLON
DISTRIBUTION BOX DETAIL:; NOT TO SCALE
LOAMY
NOT TO SCALE
NO. OF OUTLETS 5
TEST PIT #1 TEST PIT #2
NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON,
SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE.
FINISHED GRADE
29.6 30.8
GRD. EL GRD. EL.
REINFORCED CONCRETE. TEES TO BE CENTERED UNDER MANHOLE COVER.
0 WITHSTAND H-10 LOADING
REMOVABLE - I- 2" WALLS NOTES:
EST. I
IIGH GW. 2i.�
EST, I
IIGH GW. IwH
LOAMY SAND
7.5YR 4/2
LOAMY SAND
10YR54
EL = 28.8
MEDIUM SAND
2.5Y 6/4
2. SEPTIC TANK T COVER 1
UNLESS UNDER PAVEMENT, DRIVES OR 1
TRAVELED WAYS, WHEREIN H-20 LOADING . . 1. DIST. BOX TO WITHSTAND H-10 LOADING
SHALL APPLY. v+•o.. ,v: •v.. ,v: •v... is •a.:: 2" rvc a�rsm�x
HIGH GROUNDWATER COMPUTATION T UNLESS UNDER PAVEMENT, DRIVES OR
10" 3. ALL PIPE CONNECTIONS AND CONCRETE 2-24" DIA CONCRETE MANHOLES TRAVELED WAYS WHEREIN H-20 LOADING
CONSTRUCTION SHALL BE WATERTIGHT. W METAL HNDLES BROUGHT 1 --F 15" SHALL APPLY.
DEPTH TO BOTTOM OF HOLE 12' 4. FILL ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE '
MORTAR. 6� •. 5,5" OUTLETS . 8" 1 2. PROVIDE INLET TEE OR BAFFLE WHERE
24" INDEX WELL A1230 TEE TO BE UNDER 12" MIN. y SLOPE OF PIPE EXCEEDS D.OB FT./FT OR
WATER LEVEL RANGE ZONE _-Se- M.H. OPENING " ,per n 'e "tea bre e T IN PUMPED SYSTEM.
CURRENT DEPTHOINDEX WELL(1/03) 24.1 F A 3 , ° �' ' g' L- 2" 3. FIRST TWO FEET OF PIPE OUT OF DIST.
WATER LEVEL ADJUSTMENT 3.6 RAISE M.H W� 4 BOTTOM ON LEVEL 6" MIN. 3/4" TO BOX TO BE LAID LEVEL.
1O'-6" STABLE BASE R
DEPTH TO ADJUSTED HIGH WATER 8.4' (� SEWER BRICK :_ e_.•e,e•: _ie .::' 1 1/2" C USHED 4• ALL PIPE CONNECTIONS AND CONCRETE
101_00 k MORTAR 1L. c CROSS-SECTION_ STONE BASE CONSTRUCTION SHALL BE WATERTIGHT.
NORMAL WATER LEVEL
:e3. D KNOCKOUTS WITH MORTAR
PRECAST SEPTIC TANK a 10` 140 ;
(J^\J INLET TEE 30 1/20-
0�/
C 5'-2" 4'-6. ` 4'-0` MIN. or sm a _� 5-8. 15 1/2"
_ = LIQUID DEPTH ��cawm) 21•
5'-8" I PRECAST DIST.
._ 1 BOX
INDICATES - " -e-•- •-• ::• �-:-
144" �_ ESTIMATED -.�e.::.•s�.::.e: •_: :• e:.....8::e
EL - 17.6 EL = 18.8 qIu BOTTOM ON LEVEL STABLE BASE gg
_ - SEASONAL HIGH •� 3- �1/2
DATE: DATE: GROUND WATER PLAN VIEW 6` MN. 3/a` To�� CROSS-SECTION VIEWd�C�C� PLAN MEW
1/29/03 1/29/03 INDICATES 1 1/2` STONE
v OBSERVED
TEST BY: TEST BY: - GROUND WATER
THE BSC GROUP. INC. THE BSC GROUP, INC. BRI T HILL
R �DWITNESSED BY: WITNESSED BY: INDICATES V !�
AMY VON HONE
AMY VON HONE
PERC.
LOAMY
SA D
TEST
7.5YR
4 2
1i
SOIL EVALUATOR
SOIL EVALUATOR
of
LOA
S74 D
CRAIG FIELD
CRAIG FIELD
MATERIAL
SOIL CLASS:
SOIL CLASS:
w H
2
EL = 26.6
r44
C
L.T.A.R.
INVERT ELEVATIONS:
MEDIUM
SAND
TOP OF FOUNDATION
2.5Y
6/4
4" INVERT AT BUILDING
VERTICAL DATUM: NGVD
78"
4" INVERT AT SEPTIC TANK (IN)
BENCH MARK USED:
TOWN OF YARMOUTH
101"
BENCH MARK SET:
SOUTHERLY CORNER
OF HEADWALL ON LOCUS
PROFILE: NOT
EST, I
IIGH GW. IwH
LOAMY SAND
7.5YR 4/2
LOAMY SAND
10YR54
EL = 28.8
MEDIUM SAND
2.5Y 6/4
2. SEPTIC TANK T COVER 1
UNLESS UNDER PAVEMENT, DRIVES OR 1
TRAVELED WAYS, WHEREIN H-20 LOADING . . 1. DIST. BOX TO WITHSTAND H-10 LOADING
SHALL APPLY. v+•o.. ,v: •v.. ,v: •v... is •a.:: 2" rvc a�rsm�x
HIGH GROUNDWATER COMPUTATION T UNLESS UNDER PAVEMENT, DRIVES OR
10" 3. ALL PIPE CONNECTIONS AND CONCRETE 2-24" DIA CONCRETE MANHOLES TRAVELED WAYS WHEREIN H-20 LOADING
CONSTRUCTION SHALL BE WATERTIGHT. W METAL HNDLES BROUGHT 1 --F 15" SHALL APPLY.
DEPTH TO BOTTOM OF HOLE 12' 4. FILL ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE '
MORTAR. 6� •. 5,5" OUTLETS . 8" 1 2. PROVIDE INLET TEE OR BAFFLE WHERE
24" INDEX WELL A1230 TEE TO BE UNDER 12" MIN. y SLOPE OF PIPE EXCEEDS D.OB FT./FT OR
WATER LEVEL RANGE ZONE _-Se- M.H. OPENING " ,per n 'e "tea bre e T IN PUMPED SYSTEM.
CURRENT DEPTHOINDEX WELL(1/03) 24.1 F A 3 , ° �' ' g' L- 2" 3. FIRST TWO FEET OF PIPE OUT OF DIST.
WATER LEVEL ADJUSTMENT 3.6 RAISE M.H W� 4 BOTTOM ON LEVEL 6" MIN. 3/4" TO BOX TO BE LAID LEVEL.
1O'-6" STABLE BASE R
DEPTH TO ADJUSTED HIGH WATER 8.4' (� SEWER BRICK :_ e_.•e,e•: _ie .::' 1 1/2" C USHED 4• ALL PIPE CONNECTIONS AND CONCRETE
101_00 k MORTAR 1L. c CROSS-SECTION_ STONE BASE CONSTRUCTION SHALL BE WATERTIGHT.
NORMAL WATER LEVEL
:e3. D KNOCKOUTS WITH MORTAR
PRECAST SEPTIC TANK a 10` 140 ;
(J^\J INLET TEE 30 1/20-
0�/
C 5'-2" 4'-6. ` 4'-0` MIN. or sm a _� 5-8. 15 1/2"
_ = LIQUID DEPTH ��cawm) 21•
5'-8" I PRECAST DIST.
._ 1 BOX
INDICATES - " -e-•- •-• ::• �-:-
144" �_ ESTIMATED -.�e.::.•s�.::.e: •_: :• e:.....8::e
EL - 17.6 EL = 18.8 qIu BOTTOM ON LEVEL STABLE BASE gg
_ - SEASONAL HIGH •� 3- �1/2
DATE: DATE: GROUND WATER PLAN VIEW 6` MN. 3/a` To�� CROSS-SECTION VIEWd�C�C� PLAN MEW
1/29/03 1/29/03 INDICATES 1 1/2` STONE
v OBSERVED
TEST BY: TEST BY: - GROUND WATER
THE BSC GROUP. INC. THE BSC GROUP, INC. BRI T HILL
R �DWITNESSED BY: WITNESSED BY: INDICATES V !�
AMY VON HONE
AMY VON HONE
PERC.
PERC. RATE:
PERC. RATE:
TEST
<2 MTNJINCH
<2 MIN./INCH
O 004
SOIL EVALUATOR
SOIL EVALUATOR
of
❑
INDICATES
UNSUITABLE
CRAIG FIELD
CRAIG FIELD
MATERIAL
SOIL CLASS:
SOIL CLASS:
w H
I
I
r44
L.T.A.R.;I
L.T.A.R.
INVERT ELEVATIONS:
0.74 G.P.D./SQ.FT.
0.74 G.P.D./SQ.FT.
TOP OF FOUNDATION
DATUM:
4" INVERT AT BUILDING
VERTICAL DATUM: NGVD
4" INVERT AT SEPTIC TANK (IN)
BENCH MARK USED:
TOWN OF YARMOUTH
MONUMENT #15 ELEV.=74.22
BENCH MARK SET:
SOUTHERLY CORNER
OF HEADWALL ON LOCUS
PROFILE: NOT
TO SCALE
4" INVERT AT DIST. BOX (OUT)
28.22 F
8/81/03
INVERTSAT LEACHING FACILITY:
EL= A
6/8/011
FIRST PIPE LENGTH
TOP FOUNDATION
CONCRETE COVERS TO WITHIN
TO BE SET LEVEL
EL=30.7
6" OF FINISHED GRADE.
FOR MIN. 2'
FINISH GRADE
11-8191/.04
`OF LEACHING CHAMBER
26.2 H
ESTIMATED GROUNDWATER
'ELEVATION
21.2 J
VARIANCES REQUESTED:
5. FILL ALL UNUSE
® (40' WIDE PUBLIC
CB
LEACHING DETAIL: NOT TO SCALE
15.0'
Ooo000o0 °oopOopo co p0000 0 0To-0-0,500 0 o T
°° p T
°° °o
° 2 UNITSACH SIDE °
HI G DENSITY °° 50" 10'
O°°
POLYETHYLENE INFILTRATOR 3050
PVC o° 0 1
PIPE o°oo 00 °° o0 0 00 o p o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 oo
p o 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _
20' C
PLAN VIEW - LEACHING CHAMBERS 0)
00 Ln
LOAM & SEED DISTURBED AREAS �t
7777777777771-1711711111111111111771111111177777777777m 3
Y1 AAX. COMPACTED FILL 36" MAXIMUM 12"MINIMUM p
0 0 0 0 0 0 000 0 0 0 0 0
o a o 0 000 0 0 0 00 0 0 3" LAYER
pp PEASTONE
30" p0 CO DENSITY HIGH 000 00 O REMOVE ® c
24" 000 POLYETHYLENE 0 0 UNSUITABLE v
EFFEC. W 0 INFILTRATOR 3050 O 0 0 MATERIAL FOR p^°
DEPTH X10 LEACHING 0 0 0 5' ALL AROUND N = p�
O 0 CHAMBER 0 IF APPLICABLE I; ru 00
00
„ 1, „ 3/4` - 1 1/2- .. ,S n
35 50 35
WASHEDSTONE v 00
10' a .v` s o
20' W _ E
CROSS-SECTION OF CHAMBER z
W too
DESIGN CRITERIA:
DESIGN FLOW: E'+ m CC
4 BEDROOMS AT110G.P.B./D 440 G.P.D. ZCQ d,
10° 'S3" E 107.15'
1 W cil
31J 1 0 / A WALL B CHMARK EHH REQUIRED SEPTIC TANK: - 1
SOUT RLY GSW 440 X 200% - 880 GAL. F CC
1 20' WIDE SLOPE, Zai CORNER719F / i . '°esS a a a «'
16.2 � : � cxAlc �, � SEPTIC TANK PROVIDED: = 1500 GAL• z poq a
NO DRAIN & NO FILL
u FIF w
T$ � EASEMENT / 2� HEED 09gL / xo.7yJ C SIZE OF LEACHING FACILITY REQUIRED: O_ d' A E
/ TREE LINE "
/ •, Te• DESIGN PERC. RATE: « MIN./ INCH U
O►���il ,/f LONG TERM ADPL. RATE 0,74 G.P.D/S.F, rU�
I _
2q $
29.6]-s�by 440 GPD r 0.74 GPD/SF 596 S.F. w
B LIMITS OF SIZE OF LEACHING FACILITY PROVIDED: E-41 t°
EXCAVATION U o
jj 14.9'
I - 29.5 PROPOSED SEE NOTES USE HIGH DENSITY POLYETHYLENE Z Co
.� LEACHING CHAMBERS(4 UNITS) 10'X2'X40' wCO CQ
\ v; S.A.S. MCC
SAND 6 A v1 W E-o
`� cw 10'x40' SIDEWALL = 2(10'+40') X 2' = 200 Z E-1 ao
c\2 CQ
• DAVID J. 'n --_ ----------- -\ LOT 4 BOTTOM = 10' X 40' - = 400 vi ►-a U p, CO co
IT. CONC. :: - = - y
CRISPIN o' n n n-� I - - - - . - - -
clva
RIVE D ~ X9.5: c 0 600S,F, NAFE 4 z H �'
co CO
No. 72112
- _ 29 - - - 600 S.F x OJ4 GPD/SF = 444GPD E 000
YARMOUTH HOUSING u� to
,► ...I
_ :: AUTHORITY
� I ASSESSORS MAP 96 �' w
6 o I `: 11D" BOX ST PIT 1�}
T 10'MIN. PARCEL 38
O
:_ :I :_: i GENERAL NOTES:
------ -- - - - - --
1. THIS PLAN IS FOR DESIGN AND
LOCUS INFORMATION
\ 31 I 22.5 30 4 O O I CONSTRUCTION OF THE SEWAGE
LOT 1500 GALLON DISPOSAL FACILITY ONLY.
^• 2. ALL CONSTRUCTION METHODS AND
CURRENT OWNER: YARMOUTH HOUSING AUTHORITY
- SEPTIC TANK 30.8 MATERIALS SHALL CONFORM TO MASS.
N/F \ _ DER TITLE 5 AND LOCAL BOARD TITLE REFERENCE: BOOK 6969. PAGE 63
OF HEALTH REGULATIONS.
YARMOUTH HOUSING AUTHORITY j ^" ALL PIPES LOCATED UNDER PAVEMENT PLAN REFERENCE: BOOK 469, PAGE 97
MAP 96 I 3 '5 30.5 �--30 30.5 �0 OREQUALVELED
SHALL BE SCHEDULE
ASSESSORS
PARCEL 36 �G\ 4. THERE ARE NO KNOWN PRIVATE WELLS ASSESSORS MAP: 96
'
j LOCATED WITHIN 150 FT. OF THE PARCEL: 37
l�l
l 3I'�
RAMP LOT I M PROPOSED LEACHING FACILITY NOR
' ANY KNOWN WELLS PROPOSED WITHIN ZONING DISTRICT: R-40 CLUSTER SUBDIVISION
150' OF ANY KNOWN LEACHING FACILITY.
SETBACKS: FRONT 25•
I I N/F I 5. WITHIN LIMIT OF EXCAVATION REMOVE SIDE 12'
ALL TOPSOIL, SUBSOIL AND OTHER REAR 20'
13.1' 31.7 32.4 YARMOUTH HOUSING AUTHORITY ALL MATERIAL.
ASSESSORS MAP 96 I 6. REPLACE WITH CLEAN WASHED SAND MINIMUM LOT SIZE: 10,000 S.F.
OR OTHER CLEAN GRANULAR SOILS
W 61 PARCEL 37 TEST CONFORMING TO THE FOLLOWING EXIST. TOTAL LOT AREA: 15,001 S.F
l`� '14i 1 S OO 1 fS.F. I SIEVE ANALYSIS: OVERLAY DISTRICT: ZONE TYAQU97R PROT. DIST.
I 3 PIT 2 10% (MAX) BY WT. SHALL
LEGEND PASS No. 50 SIEVE FEMA FLOOD ZONE "C"
N PROPOSED <10 X OF No. 4 SIEVE SHALL ZONE DISTRICT: PANEL 4250015 0003 C
p - 4 BEDROOMS PASS No. 100
Z/ <5 % F N . 4 SIEVE SHALL
29.8 SPOT ELEVATION Z n 0.4 TOF. 31.2 3�i
F.F. 32.4 I UNIFORMITY O No. 4
' i TY COEFFICIENT
T.O.F. TOP OF FOUNDATION Y - SIEVE ITY i 17.6' 7• EXISTING
N THE UTILITIES
S AREA P SHOWN TE. LOCUS PLAN: NO SCALE
rr� 3O.S
ENCLOSED, Q' THE CONTRACTOR SHALL BE RESPON-
SIBLE FIRST FLOOR SUBFLOOR N SIBLE FOR PROPERLY LOCATING AND
RAMP /PORCH p - st�Rucna� ncnwrrw�TIPlOoc-snFE 6A
X LITY
1 % 510170 O COMPANY AND MAINTAINAND THE APPLICABLE ING G THE
31.7 BUILDING o EXISTING UTILITY SYSTEM IN SERVICE.
- - - - • - . - - - • - 01NDIG-SAFESHALL BE NOTIFIED PER
ENVELOPE r- THE STATE OF MASSACHUSETTS
30.4 STATUTE CHAPTER 82, SECTION 409
NOTE f� _ 0.6 AT TEL 1-888-344-7233. THE PENN
30.4 3 -
- - - - - - - - - - - - 3 ENGINEER DOES NOT GUARANTEE -E ENGINEER
ROADWAY UNDER CONSTRUCTION. THEIR ACCURACY OR THAT ALL I C N RESERVE 4'x87' I UTILITIES AND SUBSURFACE STRUCTURES
AS SUCH THE FINISHED ROAD I- - ��� - - - - - - - - - - - -- - - - - - - ARE SHOWN. LOCATIONS AND �y
GRADE WILL BE HIGHER 31 / ELEVATIONS OF UNDERGROUND UTILITIES N O IJJ
THAN EXISTING GRADE.
O Z 32 TAKEN FROM RECORD PLANS. THE
X 31.6 / CONTRACTIFY SIZE,
LOCATION ANDFINVERTSOF UTILITIES
1 AND STRUCTURES AS REQUIRED PRIOR r� LOCUS
of TO THE START OF CONSTRUCTION. 1j
PLAN VIEW CB/DH - N/F N 10034'53" W 107.15' / / CB/DH
SCALE: 1' = 10 FEET SET YARMOUTH HOUSING AUTHORITY OPEN SPACE / / SET
ASSPSARCE MAP 96 34 (UNBUILDABLE)
6
EXIT 7 ' EXI 8
1� I
o s 10 20 4,7 :I t LIV E 7 z
" ,r
NEE .I J r` 1 k 1
!c" .
APPROVEi9
Hlfl� ri�� 1� 1'AARR�10 Wlim �nrrsea �.
j
I=C
I
r --t / OUTLET
DIST. BOX JL=F
O 004
_
e SEPTIC TANK
Ix a
of
BOTTOM EL= H
a� �
wzE
x
P4 PEIE
N
w A
M� V
a
w H
PEI
EST. HIGH GROUNDWATER
r44
W
A
J
INVERT ELEVATIONS:
oxa
TOP OF FOUNDATION
31.2 A
4" INVERT AT BUILDING
28.91 B
4" INVERT AT SEPTIC TANK (IN)
28.69 C
4" INVERT AT SEPTIC TANK (OUT)
28.44 D
6/24/03
4" INVERT AT DIST. BOX (IN)
28.39 E
N 398X30®0
4" INVERT AT DIST. BOX (OUT)
28.22 F
8/81/03
INVERTSAT LEACHING FACILITY:
11/1 2/0 3 &. 'W.49834
6/8/011
4" INVERT AT BEGINNING
19 ie
OF LEACHING CHAMBER
28.2 G
BREAKOUT 28.7
ELEVATION AT BOTTOM
11-8191/.04
`OF LEACHING CHAMBER
26.2 H
ESTIMATED GROUNDWATER
'ELEVATION
21.2 J
VARIANCES REQUESTED:
TOWN OF YARMOUTH VARIANCE REQUEST:
1.) SECTION 3.7: TOP OF FOUNDATION TO BE 0.1'
ABOVE PROPOSED
FINISHED GRADE AT HIGH
POINT
IN ROAD. H.P. =31.1
ZONE II NOTE:
AS THE LOT IS LOCATED IN A ZONE 11, THE
OVERALL
AREA OF THE OPEN SPACE
SUBDIVISION WAS TAKEN INTO ACCOUNT TO
ALLOW 4
BEDROOMS.
5. FILL ALL UNUSE
® (40' WIDE PUBLIC
CB
LEACHING DETAIL: NOT TO SCALE
15.0'
Ooo000o0 °oopOopo co p0000 0 0To-0-0,500 0 o T
°° p T
°° °o
° 2 UNITSACH SIDE °
HI G DENSITY °° 50" 10'
O°°
POLYETHYLENE INFILTRATOR 3050
PVC o° 0 1
PIPE o°oo 00 °° o0 0 00 o p o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 oo
p o 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _
20' C
PLAN VIEW - LEACHING CHAMBERS 0)
00 Ln
LOAM & SEED DISTURBED AREAS �t
7777777777771-1711711111111111111771111111177777777777m 3
Y1 AAX. COMPACTED FILL 36" MAXIMUM 12"MINIMUM p
0 0 0 0 0 0 000 0 0 0 0 0
o a o 0 000 0 0 0 00 0 0 3" LAYER
pp PEASTONE
30" p0 CO DENSITY HIGH 000 00 O REMOVE ® c
24" 000 POLYETHYLENE 0 0 UNSUITABLE v
EFFEC. W 0 INFILTRATOR 3050 O 0 0 MATERIAL FOR p^°
DEPTH X10 LEACHING 0 0 0 5' ALL AROUND N = p�
O 0 CHAMBER 0 IF APPLICABLE I; ru 00
00
„ 1, „ 3/4` - 1 1/2- .. ,S n
35 50 35
WASHEDSTONE v 00
10' a .v` s o
20' W _ E
CROSS-SECTION OF CHAMBER z
W too
DESIGN CRITERIA:
DESIGN FLOW: E'+ m CC
4 BEDROOMS AT110G.P.B./D 440 G.P.D. ZCQ d,
10° 'S3" E 107.15'
1 W cil
31J 1 0 / A WALL B CHMARK EHH REQUIRED SEPTIC TANK: - 1
SOUT RLY GSW 440 X 200% - 880 GAL. F CC
1 20' WIDE SLOPE, Zai CORNER719F / i . '°esS a a a «'
16.2 � : � cxAlc �, � SEPTIC TANK PROVIDED: = 1500 GAL• z poq a
NO DRAIN & NO FILL
u FIF w
T$ � EASEMENT / 2� HEED 09gL / xo.7yJ C SIZE OF LEACHING FACILITY REQUIRED: O_ d' A E
/ TREE LINE "
/ •, Te• DESIGN PERC. RATE: « MIN./ INCH U
O►���il ,/f LONG TERM ADPL. RATE 0,74 G.P.D/S.F, rU�
I _
2q $
29.6]-s�by 440 GPD r 0.74 GPD/SF 596 S.F. w
B LIMITS OF SIZE OF LEACHING FACILITY PROVIDED: E-41 t°
EXCAVATION U o
jj 14.9'
I - 29.5 PROPOSED SEE NOTES USE HIGH DENSITY POLYETHYLENE Z Co
.� LEACHING CHAMBERS(4 UNITS) 10'X2'X40' wCO CQ
\ v; S.A.S. MCC
SAND 6 A v1 W E-o
`� cw 10'x40' SIDEWALL = 2(10'+40') X 2' = 200 Z E-1 ao
c\2 CQ
• DAVID J. 'n --_ ----------- -\ LOT 4 BOTTOM = 10' X 40' - = 400 vi ►-a U p, CO co
IT. CONC. :: - = - y
CRISPIN o' n n n-� I - - - - . - - -
clva
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No. 72112
- _ 29 - - - 600 S.F x OJ4 GPD/SF = 444GPD E 000
YARMOUTH HOUSING u� to
,► ...I
_ :: AUTHORITY
� I ASSESSORS MAP 96 �' w
6 o I `: 11D" BOX ST PIT 1�}
T 10'MIN. PARCEL 38
O
:_ :I :_: i GENERAL NOTES:
------ -- - - - - --
1. THIS PLAN IS FOR DESIGN AND
LOCUS INFORMATION
\ 31 I 22.5 30 4 O O I CONSTRUCTION OF THE SEWAGE
LOT 1500 GALLON DISPOSAL FACILITY ONLY.
^• 2. ALL CONSTRUCTION METHODS AND
CURRENT OWNER: YARMOUTH HOUSING AUTHORITY
- SEPTIC TANK 30.8 MATERIALS SHALL CONFORM TO MASS.
N/F \ _ DER TITLE 5 AND LOCAL BOARD TITLE REFERENCE: BOOK 6969. PAGE 63
OF HEALTH REGULATIONS.
YARMOUTH HOUSING AUTHORITY j ^" ALL PIPES LOCATED UNDER PAVEMENT PLAN REFERENCE: BOOK 469, PAGE 97
MAP 96 I 3 '5 30.5 �--30 30.5 �0 OREQUALVELED
SHALL BE SCHEDULE
ASSESSORS
PARCEL 36 �G\ 4. THERE ARE NO KNOWN PRIVATE WELLS ASSESSORS MAP: 96
'
j LOCATED WITHIN 150 FT. OF THE PARCEL: 37
l�l
l 3I'�
RAMP LOT I M PROPOSED LEACHING FACILITY NOR
' ANY KNOWN WELLS PROPOSED WITHIN ZONING DISTRICT: R-40 CLUSTER SUBDIVISION
150' OF ANY KNOWN LEACHING FACILITY.
SETBACKS: FRONT 25•
I I N/F I 5. WITHIN LIMIT OF EXCAVATION REMOVE SIDE 12'
ALL TOPSOIL, SUBSOIL AND OTHER REAR 20'
13.1' 31.7 32.4 YARMOUTH HOUSING AUTHORITY ALL MATERIAL.
ASSESSORS MAP 96 I 6. REPLACE WITH CLEAN WASHED SAND MINIMUM LOT SIZE: 10,000 S.F.
OR OTHER CLEAN GRANULAR SOILS
W 61 PARCEL 37 TEST CONFORMING TO THE FOLLOWING EXIST. TOTAL LOT AREA: 15,001 S.F
l`� '14i 1 S OO 1 fS.F. I SIEVE ANALYSIS: OVERLAY DISTRICT: ZONE TYAQU97R PROT. DIST.
I 3 PIT 2 10% (MAX) BY WT. SHALL
LEGEND PASS No. 50 SIEVE FEMA FLOOD ZONE "C"
N PROPOSED <10 X OF No. 4 SIEVE SHALL ZONE DISTRICT: PANEL 4250015 0003 C
p - 4 BEDROOMS PASS No. 100
Z/ <5 % F N . 4 SIEVE SHALL
29.8 SPOT ELEVATION Z n 0.4 TOF. 31.2 3�i
F.F. 32.4 I UNIFORMITY O No. 4
' i TY COEFFICIENT
T.O.F. TOP OF FOUNDATION Y - SIEVE ITY i 17.6' 7• EXISTING
N THE UTILITIES
S AREA P SHOWN TE. LOCUS PLAN: NO SCALE
rr� 3O.S
ENCLOSED, Q' THE CONTRACTOR SHALL BE RESPON-
SIBLE FIRST FLOOR SUBFLOOR N SIBLE FOR PROPERLY LOCATING AND
RAMP /PORCH p - st�Rucna� ncnwrrw�TIPlOoc-snFE 6A
X LITY
1 % 510170 O COMPANY AND MAINTAINAND THE APPLICABLE ING G THE
31.7 BUILDING o EXISTING UTILITY SYSTEM IN SERVICE.
- - - - • - . - - - • - 01NDIG-SAFESHALL BE NOTIFIED PER
ENVELOPE r- THE STATE OF MASSACHUSETTS
30.4 STATUTE CHAPTER 82, SECTION 409
NOTE f� _ 0.6 AT TEL 1-888-344-7233. THE PENN
30.4 3 -
- - - - - - - - - - - - 3 ENGINEER DOES NOT GUARANTEE -E ENGINEER
ROADWAY UNDER CONSTRUCTION. THEIR ACCURACY OR THAT ALL I C N RESERVE 4'x87' I UTILITIES AND SUBSURFACE STRUCTURES
AS SUCH THE FINISHED ROAD I- - ��� - - - - - - - - - - - -- - - - - - - ARE SHOWN. LOCATIONS AND �y
GRADE WILL BE HIGHER 31 / ELEVATIONS OF UNDERGROUND UTILITIES N O IJJ
THAN EXISTING GRADE.
O Z 32 TAKEN FROM RECORD PLANS. THE
X 31.6 / CONTRACTIFY SIZE,
LOCATION ANDFINVERTSOF UTILITIES
1 AND STRUCTURES AS REQUIRED PRIOR r� LOCUS
of TO THE START OF CONSTRUCTION. 1j
PLAN VIEW CB/DH - N/F N 10034'53" W 107.15' / / CB/DH
SCALE: 1' = 10 FEET SET YARMOUTH HOUSING AUTHORITY OPEN SPACE / / SET
ASSPSARCE MAP 96 34 (UNBUILDABLE)
6
EXIT 7 ' EXI 8
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DATE:
6/24/03
REVISIONS:
8/12/03
N 398X30®0
8121103
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8/81/03
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11/1 2/0 3 &. 'W.49834
6/8/011
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DRAWN BY: 5°91,x91
PROJ. #:
11-8191/.04
30 YEAR
ASPHALT COMPOSITION SHINGLES
(CERTAiNTEED LANDMARK TL)
ON 15# FELT PAPER
APPLY iCE E WATER SHIELD 18'
A AT ALL EAVES 6 36' AT VALLEYS
A4
A4
C D
CAPE COD CUPOLA
#42 CC -S
CONT. RiE
CONT. RiDGE VENT
NOTE:
ALL EXTERIOR RUNNING
TRiM TO BE PVC BY AZEK
w/ALL NAIL HOLES FiLLED
ALUM GUTTERS ON
1x8 PVC FASCIA BIDS.
_1x3 PVC ON 1x10 PVC FRIEZE BDS.
- -
_ - ---
41 EXPOSURE
- - � � CLAPBOARDS PTD. -TVP H 'l`ll
1x6/1x5 VC CORNER DS a
- - — - Az FMTVP. P R ER B BE INS
A RAIL WILL II
BE A PIECE OF
4x6 COMPOSITE
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H
SEE DET. 1/A1
I
FOR FL. ELEVATIONS W
'HARDI PLANK' ViNYL SHUTTERS —
ALUM. DOWNSPOUTS CEMENT CLAPBOARDS 4x4 P.T. POST
w/SPLASH BLOCKS
(4" EXPOSURE) WRAP w/ 1x PVC TRiM
TYP. PAINTED-TYP. 36" HiGH ViNYL C
RAILING SYSTEM 2
BY "FIBERON" A6 O
OR EQUAL
II �D
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FROi`fT ELEVAT10NALEFT SiDE ELEVATION h
SCALE:1/4" = 1'-0" Z �? o
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V I � � � � � L7TICE � � PANELS
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AREAR ELEVATION
SCALE:1/4' = T-0"
OVER 2x P.T. BLOCKING-TYP. DRAWN BY: .'PX, J32
PROD. #:
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DRAWING NO.:
RiGHT SiDE ELEVATiOi`I
SCALE:1/4' = T -O' All
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DATE:
06/47/0 N
REVISIONS:
0!/20/06
OVER 2x P.T. BLOCKING-TYP. DRAWN BY: .'PX, J32
PROD. #:
-----
DRAWING NO.:
RiGHT SiDE ELEVATiOi`I
SCALE:1/4' = T -O' All