HomeMy WebLinkAbout6-A023SCREEN
DOOR
SCREEN PORCH
FL. 32.54' LOT
1
SK6
32'
LAUNDRY/
PANTRY
18' LOWER
Dw I
KITCHEN IREF W _D MED.
– CL.
101-85x11'-0' +, AlAL
0
SLOPED RAMP
(MAX. 4:12 SLOPE)
VINYL RAILING
SYSTEM
COMPOSITE DECKING
TO MATCH PORCH
NOTE: ALL
v�N
TO BE STAINLESS STEEL
1\1d
ALL
-IFADJUST.
TRIM TO BE PRE -PRIMED
B PAINTED
a
COOKTOP
ELEV.=
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a
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END PANEL
P4
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DATE:
05/011/07
REVISIONS:
(PRE -PRIMED)
I
NA TUCKET" P
_
AP— PLY w/-TREN T-
IGH STRENGTH
DRAWN BY: X.D
PROJ. #:
-----
P.T.
P.T. 4x4 POST
DRAWING NO.:
ADHESIVE.
WRAPPED
-I
s' -o'
Ix PVCTRIM
LIVING RM. F
SHAPED 2x6 RED
COMPOSITE DECKING
CEDAR RAIL
LI
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11LL
TO MATCH ENTRY
SHAPED 2x4 PVC
OVER 2x4 R.C. SACER
I
Ell.
TOP RAIL.
BLOCKAMP
,
EDGE OF
mCOVERED
��
v
BIT. GONG.
1 i/2"xi " PVC
1x2 PVCDRIVEWAY
IIIIIIIIIIIIII
BALUSTERS
TOP t BOTTOM
1/2"O.G.
m SACERS BETWEEN5
IIIIIIIIIIIII
BALUSTERS
2x4 PVC
ASSUME31p
D
BOTTOM RAIL
5/4x6 COMPOSITE DECKING
❑
ELEV=100'
FASTEN Lu/STAINLESS
p
STEEL RING SHANK NAILS_
SK6
1x3 PVC ONQ
2 PER JOIST-TYP
SLOPED RAMP
IxIO PVC
_�O
(MAX. 1:12 SLOPE)
SKIRT BD.
--- J-
J ---
P.T. 2x8 -I---
"
® 16O.C.
VINYL RAILING
SIMPSON H2.5 CLIPS
SYSTEM
EA. JOIST
--2-P.T.
2x8 GIRT
FLOOR PLAN (L
OT 8)
EL =98.33'
•_
ADD IT.
NO
.
• • -�
CONC.
4
I
D
WALK TO
°
RAMP
3/4"-1 1/2"
DRAINAGE STONE
BELOW RAMP-TYP.
ACROSS
SECTION AT RAI" IF'
NOTE: ALL
FASTENERS
TO BE STAINLESS STEEL
U.N.O.
ALL
RED CEDAR
TRIM TO BE PRE -PRIMED
B PAINTED
HANDICAP RAMPS -LOT 8
REAR ELEVATION (LOT 8
SCALER/4' = T -O'
1 y2•
36' HIGH VINYL—�
RAILING SYSTEM
FRONT ELEVATION (LOT 8
SCALER/4' = 1'-O'
1/2" GALV. LAG
BOLTS 8 WASHERS
COUNTERSINK FOR
FLUSH CONDITIONS
2x4 BLOCK
AT EA. POST
2-,��4ANDRAIL DET.
SK6 SCALE:I 1/2"Q1' -O"
SIMPSON EP844
10" DIA x48" CONC.
SONOTUBE-TYP.
ASSUMED GRADE
SCALE:I "- I' -O"
90° PVC LATTICE
OVER 2x P.T. BLOCKING-TYP.
RICHT SIDE ELEVATION (LOT 8
SCALE:1/4' = T -O'
RAMP BEYOND
LOT 3 ASSUME-_ h FLOOR
FL. ELEV =100.00
LOT 8 ELEV=98.00' 0. GRADE
I� MAY 10 2007
YARD_
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DATE:
05/011/07
REVISIONS:
DRAWN BY: X.D
PROJ. #:
-----
DRAWING NO.:
30 YEAR
ASPHALT COMPOSITION SHINGLES
(CERTAINTEED LANDMARK TL) TA4
D
ON 15# FELT PAPER A4
E WATER SHIELD 18R
LY
A4 ATPALLCEAV S E 36' AT VALLEYS
A4
CAPE COD CUPOLA
#42 CC -S
i
'HARDI PLANK' VINYL SHUTTERS
ALUM. DOWNSPOUTS CEMENT CLAPBOARDS
w/SPLASH BLOCKS (4' EXPOSURE)
TYP• PAINTED-TYP.
rLMORN
s _
FRONT ELEVATION
SCALE:1/4' = T -O'
A 44 A4 B
VALLEY
w
/q
J y
4x4 T. POST V
WRAP w/ 1x PVC TRIM
36' HIGH VINYL
RAILING SYSTEM
BY 'FIBERON'
OR EQUAL
CONT. RIDGE VENT
0
m
2
A6
CONT. RIDGE VENT
NOTE:
ALL EXTERIOR RUNNING
TRIM TO BE PVC BY AZEK
w/ALL NAIL HOLES FILLED
ALUM GUTTERS ON
1z8 PVC FASCIA BIDS.
Ix3 PVC ON '1x10 PVC FRIEZE BDA
'HARDI-PLANK'
4' EXPOSURE
CLAPBOARDS PTD.-TYP
1x6/1x5 PVC CORNER BIDS.
TYP. HIDE RAIL wlLL
BE A PIECE OF
4x6 COMPOSITE
DECKING
FIN. FL
7p -
SEE DET. 1/A1
FOR FL. ELEVATIC
II
---� -
(—)LEFT SIDE ELEVATION
SCALEA/4' = T -O'
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DATE: 061171011
REVISIONS:
90- PVC LATTICE
I 90° INYL i i ALUM. FRAMED SCREENED j OVER 2x P.T. BLOCKING-TYP.
L i LA CE 1 PANELS I DRAWN BY: YX, 22
DRAWING NO.:
RIGHT SIDE ELEVATION � A301�i�r��:��
0 �--t
R ELEVATION SCALE:1/4' = T-0' �wbz 11 1111 Ez ES, ..
/4' = 1'-O' voco
SCALE:T=10'
30
--------------N/%I'0 34'53" V,r/'' 97.50'
/
/
/
MULCHED
AREAS EX. TREES -
/
TO REMAIN
34
I r
I r
I 1
r ,
/ -.. AREA l : BIT. G014C• 6
I ,
26 1 ,'
EX. TREES ! PINE BARK CCH
TO REMAIN/ AT DISTURBE AREAS �H1GH EVERGREEN ,
,
l
27
p ppm OSED DWE>_t
El-EV=32.34
'
SHRUB SCREENING-
/
m '
/
,
PE PLAN -LOT #8
30
NOTES:
4. INFORMATION ON THIS PLAN WAS TAKEN FROM A SITE SURVEY
BY BSG GROUP INC. W. YARMOUTH DATED FEBRUARY 6, 2003.
2. SEE SITE PLANS SP1 TO SP4 BY BSG GROUP FOR EXACT BUILDING LOCATION
AND GRADING INFORMATION.
3. SEE PLANTING SCHEDULE IN SPECIFICATIONS.
EXACT LOCATIONS TO BE FIELD DETERMINED WITH OWNER
AND LANDSCAPE SUB -CONTRACTOR
/
/
/
/
/
/
/
/
/'CBDH
SET
i
29
,
.r
-SHRUBS
LT. POLE
w/APII'IUAL D
5' WIDE
>—PAINTED
PINE BARK MULCH
AT DISTURBED AREAS
'l7
/2 I
/
/
/
,
, I
' SLOPED BIT. CONC.
WALKWAY, 4'-0' WIDE ' \
' (1:20 MAX. SLOPE)
I � i \
I I I
/
/ r
ILn
EX. TREES I
TO REMAIN
LOT 7
I 18,943± S. F. I
- I I
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I I
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BIT. CO C•
DRNEW Y IE I v I I
PARKIN I z
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/
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/
/
MATCH TO EDGE
OF CUL-DE-SAC
PAVING
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,
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-SHRUBS
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AT DISTURBED AREAS
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/
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, I
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' (1:20 MAX. SLOPE)
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EX. TREES I
TO REMAIN
LOT 7
I 18,943± S. F. I
- I I
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0 6/!7/0VISIONS:
-----
L2
SOIL. TEST PIT DATA:
TEST PIT TEST PIT #2
GRD. EL. 26:5 GRD. EL. 26.0
EST. HIGH GW. 21.1 EST.'.
A
TITLE REFERENCE:
LOAMY SAND
cc ?
7.51E 5/1
R
ASSESSORS MAP:
96
LOAMYBS ND
42
1OYR 594
ZONING DISTRICT:
EL = 24.5
a
64'
FRONT 25'
65"
SIDE 12'
48 CRISPIN N ;
CrM
MEDIUM SAND
No. 32112
2.5Y 6/4
10,000 S.F.
4"
lOR"
EL = 16.5 120"
DATE:
1/29/03
TEST BY:
THE BSC GROUP, INC.
WITNESSED BY:
AMY VON HONE
PERC. RATE:
<2 MIN,/INCH
SOIL EVALUATOR
CRAIG FIELD
LILf1�li;,rr�.•wi
LOAMY SA D
7.5YR 4 2
LOAMYB SND
1OYR 4/4
EL = 24.0
59"
MEDIUM SAND
2.5Y 6/3
ti�GTP
DATE:
1/29/03
TEST BY:
THE BSC GROUP, IN
WITNESSED BY:
AMY VON HONE
PERC. RATE:
<2 MINANCH
SOIL EVALUATOR
CRAIG FIELD
JANUARY 29, 2003 SEPTIC TANK DETAIL: 1,500 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE
NOT TO SCALE NO. OF OUTLETS : 5
HIGH GROUNDWATER COMPUTATION NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE
REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE.
(BASED ON TP41) TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE 2" WALLS
2. SEPTIC TANK TO PAVEMENT,
IVES LOADING I NOTES:
UNLESS UNDER PAVEMENT, DRIVES OR COVER
DEPTH TO WATER(OR BOT. OF HOLE) 9.0' TRAVELED WAYS, WHEREIN H-20 LOADING 1. DIST. BOX TO WITHSTAND H-10 LOADING
INDEX WELL A1230 SHALL APPLY. P''c Bi°ttdQ° UNLESS UNDER PAVEMENT, DRIVES OR
12° WATER LEVEL RANGE ZONE C 3. ALL PIPE CONNECTIONS AND CONCRETE T TRAVELED WAYS WHEREIN H-20 LOADING
CONSTRUCTION SHALL BE WATERTIGHT. 2-24 DIA CONCRETE MANHOLES /jam /jam
CURRENT DEPTHOINDEX WELL(1/03) 24.1 W/ METAL HANDLES BROUGHT 1 T rl t I� 15" SHALL APPLY.
WATER LEVEL ADJUSTMENT 3.6' 4• FILL ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE 2. PROVIDE INLET TEE OR BAFFLE WHERE
24^ DEPTH TO ADJUSTED HIGH WATER 5.4' MORTAR. 6' 5 5" OUTLETS i
TEE TO BE UNDER 12' MIN SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR
M.H. OPENING 1 ! 3' �, b ee a c q;' 1- IN PUMPED SYSTEM.
y X v L- 2' 3. FIRST TWO FEET OF PIPE OUT OF DIST.
RAISE M.H W L BOX TO BE LAID LEVEL.
10'-6' 4 BOTTOM ON LEVEL 6' MIN. 3/4« TO
HIGH GROUNDWATER COMPUTATION SEWER BRICK _ STABLE BASE k
' ' -`� -= - 1 1/2' C USHER
(BASED ONTP42) 10'-0' & MORTAR 12' -i CROSS-SECTION STONE BASE 4. ALL PIPE CONNECTIONS AND CONCRETE
NORMAL WATER LEVEL CONSTRUCTION SHALL BE WATERTIGHT.
LEACHING TRENCH DETAIL: NOT TO SCALE
36" MAX .COVER
LOAM &SEED DISTURBED AREAS FINISHED GRADE
' \ CAP ENDS
4' PVC'' • •ie • _ -=4'=F'= 4=C��-�AQ,3Z' ..a=....
e Qe�g e� e • {�._•y♦�� a qe� _ems a e t s • T
♦ Ae-'G � l- ' ��" ��" ��+0��16 { ���e�� �e 1 04' ErFECTNE DEPTH
DEPTH TO "M %v BOT. OF HOLE) 8.5 e 3 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
INDEX WELL A1230 PRECAST SEPTIC TANK 10" 14'
INLET TEE :S V-1' 30 1 31 KAXPM
WATER LEVEL RANGE ZONE C I /2'
CURRENT OEPTHOINDEX WELL(1/03) 24.1 O 5'-2« t1ETTEE c 15 1/2 -
DO v
WATER LEVEL ADJUSTMENT 3.6' _ 4'-6- 4'-0' MIN. Yo' [boa 5'-8'
DEPTH TO ADJUSTED HIGH WATER 4.9' S._8« LIQUID DEPTH �� TKQ a
PRECAST DIST.
102„ =_ BGX
1
INDICATES a `ee�:::-•'s'8.::.e:•.:: �._•: .•-�:•- �.-
JE .e
120" ESTIMATED
SEASONAL HIGH BOTTOM ON LEVEL STABLE BASE
GROUND WATER PLAN VIEW 6' MIN. 3/4' TO U��r CROSS-SECTION VIEWIx�Y 7 1/2
INDICATES 1 1/2" STONE PLAN VIEW
OBSERVED
GROUND WATER 2
LEVEL BOTTOM
- 34'
PROFILE
,2% MIN. FINISH GRADE
2'
TYP TYP
CROSS-SECTION
36' MAX. - 12" MIN. COVER
r 4' MIN. LOAM do SEED
!" MIN. OF 1/8- TO
/2" WASHED STONE
TO 1-1/2' DOUBLE
D STONE (NO FINES)
C- CB/DH 4P /3 / OPEN SPACE CB/DH
INDICATES SET_ -_ - - _ '10034'53"E 50' (UNBUILDABLE) _ SET DESIGN CRITERIA:
PERC.TEST
i 4f DESIGN FLOW:
aINDICATES �® -r' / LEGEND -L BEDROOMS AT 110 G.P.6./D 440 G.P.D.
UNSUITABLE ® UNDISTURBED
MATERIAL
SOIL CLASS: SOIL CLASS: VEGETATED 29.8 PROYOSED SPOT ELEV.
1 1 REQUIRED SEPTIC TANK:
BUFFER / / 440 X 200% = 880 GAL.
M
o.7a G.P.D/SQ.FT. 0.74 G.P.D./sQ.Fr. _ _ - _ N / T.O/F
L.T.A.R. L.T.A.R. AL.
TOP OF FOUNDATION SEPTIC TANK PROVIDED: 1500 G
LDING
DATUM: ENVELIaPE'(TYP) / F. FIRST FLOOR SU13FLOOR SIZE OF LEACHING FACILITY REQUIRED:
VERTICAL DATUM: NGVD N� - 1 DESIGN PERC. RATE: <2 MINJ INCH
BENCH MARK USED: TOWN OF YARMOUTH MONUMENT #15 ELEV.=74.22 YARMOUTH HOUSING AUTHORITY \ 31 / 1� LONGTERM APPL. RATE 0,74 G.P.D/S.F.
BENCH MARK SET: P.C. BOUND ELEV 33.13' (42.7' FROM LOT CORNER) ASSESSORS MAP 96 o►►�`V. 440 GPD + 0,74 GPD/SF = 596 S.F.
PARCEL 34\ RAMP / �rn . �C) ILI
Zg A. y ;
PROFILE: NOT TO SCALE \ / 33.2
\ ,xD.3ao39 6/$/6y SIZE OF LEACHING FACILITY PROVIDED:
EL= A GENERAL NOTES: I , \ /SCREENED 31.3 25.41
TOP FOUNDATION FIRST PIPE LENGTH ~ PORCH ""O�
CONCRETE COVERS TO WITHIN TO BE SET LEVEL 1. THIS PLAN IS FOR DESIGN AND ��••�/1,�,..% 3-2' WIDE, 2' DEEP, 34' LONG TRENCH
-
CONCRETE
6' OF FINISHED GRADE. FOR MIN. 2' CONSTRUCTION F THE SEWAGE p
FINISH GRADE DISPOSAL FACILITY ONLY. 2. W LOT S
EL=30.5-31.2 ALL CONSTRUCTION METHODS AND -
s 4' PVC (PERF) MATERIALS SHALL CONFORM TO MASS. [- 16.0,
4" PV O.E P TITLE 5 AND LOCAL BOARD 1 N/117 1z'
?- SCH 4' PVC SCH 2'-1 B--3 8- DOUBLE WASHED STONE F HEALTH REGULATIONS. i
3. ALL PIPES LOCATED UNDER PAVEMENT o ( YARMOUTH HOUSING Au/0 ORITY
1/2 DOUBLE WASHED STONE OR TRAVELED WAY SHALL BE SCHEDULE
�!IJ
1=0 40 OR EQUAL. ASSESSORS M� 96 TEST
1=E I=G I=H 4. THERE ARE NO KNOWN PRIVATE WELLS ZPARCE 5 OUTLET I -F o LOCATED WITHIN 150 FT. OF THE PIT 2
tee- DIST. BOX I PROPOSED LEACHING FACILITY NOR . 1 16,043 S.F. 13.1
SEPTIC TANK " BOTTOM EL= J ANY KNOWN WELLS PROPOSED WITHIN / F 33.2
150' ANY KNOWN LEACHING FACILITY.
HIGH WATER EL=K 5. WITHIN LIMIT OF EXCAVATION REMOVE \ /
ALL TOPSOIL, SUBSOIL AND OTHER \ / PROPOSED 313
IMPERVIOUS MATERIAL I \ Q / 4 BEDROOMS
6. REPLACE WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS_/ T.O.F. 32.0 RAMP
INVERT ELEVATIONS: CONFORMING TO THE FOLLOWING I •d F.F. 33.2
SIEVE ANALYSIS:
10% (MAX) BY WT. SHALL
TOP OF FOUNDATION 32.00 A PASS No. 50 SIEVE
<10 R F No. 4 SIEVE SHALL
4" INVERT AT BUILDING 29.10 B PASS No. 100'
4" INVERT AT SEPTIC TANK IN <5 SOF No. 4 SIEVE SHALL
( ) 28.77 C PASS No. 200 31.3 mb
4" INVERT AT SEPTIC TANK (OUT) 28.64 D UNIFORMITY COEFFICIENT O No. 4 ( b • o
4" INVERT AT DIST. BOX (IN) 28.52 E SIEVE </=6.0 22.5' w0
7. EXISTING UTILITIES WHERE SHOWN \ \ I ' D -BOX 31 `9 31.9 \
4" INVERT AT DIST. BOX (OUT) 28.35 F IN THE DRAWINGS ARE APPROXIMATE. _ _
THE CONTRACTOR SHALL BE RESPON-
SIBLE
EST'PIT 1
SIBLE FOR PROPERLY LOCATING AND J'
INVERTS AT LEACHING FACILITY: COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE r I
AND THE APPLICABLE U77UTY r'-1
4" INVERT AT BEGINNING COMPANY AND MAINTAINING THE BIT. CONC.
I TRENCH 28.29 G BREAKOUT 28.9 EXISTING UTILITY SYSTEM FI SERVICE. 1500 I { I 'I I I ': 1 I
OF LEACHING T EN DIG -SAFE SHALL BE NOTIFIED PER D DRIVE
THE STATE OF MASSACHUSETTS I GALLON I [ : [ : [ I I I I I% slope
4" IN AT END STATUTE CHAPTER 82, SECTION 409 { { 4 I I : m
OF LEACHING TRENCH 28.1 H AT TEL 1-888-344-7233. THE j SEPTIC 1 II I cn min
ENGINEER DOES NOT GUARANTEE �I I I ISI 31.8 i
THEIR ACCURACY OR THAT ALL G LIMITS OF XCAVATION
ELEVATION AT BOTTOM I TANK I I d 11 iG I
OF LEACHING TRENCH 26.1 J UTILITIES AND SUBSURFACE STRUCTURES / I
pail It�I
ARE SHOWN. LOCATIONS AND { {�I '
ESTIMATED GROUNDWATER ELEVATIONS OF UNDERGROUND UTILITIES \ / i `_ i I :: ` SEE NOTE 5 & 6
TAKEN FROM RECORD PLANS. THE �I
ELEVATION 21'1 K CONLOCA1VERIFYACTOR SHALL ON AND INVERTS F UTILITIES W I l , j I I 3 i 15.0' 31'7 1
AND STRUCTURES AS REQUIRED PRIOR I { I llll
TO THE START OF CONSTRUCTION.
8. THIS SYSTEM IS NOT DESIGNED FOR
THE USE OF A GARBAGE GRINDER. I [ [ I
VARIANCES REQUESTED: A GARBAGE GRINDER IS NOT32
I
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING L J L J'
FACILITY. 4 ''-• -- ---
TOWN OF YARMOUTH VARIANCE REQUEST: /• / a
1.) SECTION 3.7: TOP OF FOUNDATION TO BE 1.4 BELOW PROPOSED
FINISHED GRADE AT HIGH POINT IN ROAD. H.P.= 33.36 313 16.T
v' 20
24.0'
ZONE II NOTE: OPEN SPACE / ('MIN) 33
IO
PLAN VIEW W (UNBUILDABLE) / �pO�' /_ 71
F,5 5, 0 0
AS THE LOT IS LOCATED IN A ZONE II, THE OVERALL AREA OF THE OPEN SPACE SCALE: 1' = 10 FEET / r B ILL
T T
6.
ILL
SUBDIVISION WAS TAKEN INTO ACCOUNT TO ALLOW 4 BEDROOMS. 0 5 to 20 BENCHMARK / / R� 55.0
CONC. BND. L=42, F (40' WIDE PUBLIC)
33.13 /
G/8/0`,
LOT 7
N/F
YARMOUTH HOUSING
AUTHORITY
ASSESSORS MAP 96
PARCEL 41
00
= 612 S.F
ING AREA
LOCUS INFORMATION
CURRENT OWNER: YARMOUTH HOUSING AUTHORITY
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TITLE REFERENCE:
BOOK 6969, PAGE 63
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PLAN REFERENCE:
BOOK 469, PAGE 97
ASSESSORS MAP:
96
PARCEL:
42
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ZONING DISTRICT:
R40 CLUSTER SUBDMSION
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SETBACKS:
FRONT 25'
j DAVIDJ.
SIDE 12'
48 CRISPIN N ;
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REAR 20'
No. 32112
MINIMUM LOT SIZE:
10,000 S.F.
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EXIST. TOTAL LOT AREA:
16,043 SY
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OVERLAY DISTRICT:
ZONE II/AQUIFER PROT. DIST.
FEMA FLOOD
ZONE "C"
ZONE DISTRICT:
PANEL #250015 0003 C
LOCUS PLAN: N❑ SCALE
6A
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DATE: 6/2u/03
REVISIONS:
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DATE: 6/2u/03
REVISIONS:
7/5/03-# 31695000•.fl•Y
8121103 - SPY05
ff/f2103 - 9: 0. 91.
6/8/011 - 3.YYY?WX 910
1BO.M.P99tZ11699oX.
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