HomeMy WebLinkAbout906 and 910 West Yarmouth Road Site Plan 6SYSTEM PROFILE #1 WITH "NETIC TAPE OR
LEGENDCOMPARABLE MEANS FOR FUTURE LOCATION.
ACCESS COVERS TO WITHIN Go OF FIN. GRADE 2' PEAST'ONE.OR GEOTEXTI.EF2%
CONCRETE COVERS TO WITHIN 3' GRADE
99 - EXISTING CONTOUR TOP FOUND. EL 55.5 FILTER FABRIC OVER STONE
X 9991 EXIST. SPOT ELM 54.5 MINIMUM .75' ECAST OF COVER OVER RSLOPE REQUIRED OVER SYSTEM 54.5
-LL3 a-- PROPOSED CONTOUR ,� �cT1.37
WATERTEST D'BOX FOR LEVELNESS PREF cKS Po�
wf 4.OSCH40 PVC AqLLLL
(98,4) PROPOSED SPOT EL PhES LEVEL IST 2' 4' CPONEMS INVERT IN 50.fiT 4, -
(I%
ENDS s�ES 5'
TH 1 �"
TEST HOLE _ 51.80 •500 GAL -H-10 74 ; �000Q0000Doo ••. .• o .,..
oy/ 5SEPNC TANK TEE112D o o•,e_ ����2SLOPE OF GROUND' g EoDSeEVEL ACME OR EQUAL)''50.94'UnLTTY POLE O
e^°D°.o.?n?i?eee . E H-10 500 GAL. LEACHING CHAMBERS IR ACME PRECAST OR EOL
FIRE HYDRANT _ _ ALL AR -1/2' DOUBLE WASHED STONE 4' MIN. - (2) UNITS REQUIRED
ALL AROUND PRECAST. STRUCTURES
NOTE NOT ALL SYMBOLS MAY APPEAR IN ORAMING j C CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE 25.00' X 12.83'
1 COMPACTION. (15.221 (2A
(2.5 x SLOPE) ( 2 x SLOPE) (1 a SLOPE)
MIN
*THE INSTALLER SHALL VERIFY THE FOUNDATION- 17' SEPTIC TANK 9' D' BOX 12' LEACHING 43.5. BOTTOM TH-4
LOCATIONS OF ALL UTILITIES AND ALL FACILITY No GROUNDWATER FOUND
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
SYSTEM PROFILE #2 MMAARKSYSTEME �MMPONENTS
TAMSo BE
(NOT TO SCAM COMPARABLE MEANS FOR FUTURE LOCATION.
ACCESS COVERS TO WITHIN 6. OF FIN. GRADE 2' PEAS'TONE OR GEOTEXDLE coNcaETE COMERS To WITHIN 3' GRADE
TOP FOUND. EL. 55.5' FILTER FABRIC OVER STONE
MINIMUM COVER OVER PRECAST 2X SLOPE REQUIRED OVER SY5TEL1 53.5
PAEuarN-tn WATERTEST WBOX FOR LEVELNESS B OR
:i Mees H 1PRECAST RISERS
2y 4w0SCH40 PVC MORTAR ALL INVERT IN 49.67'
PIPES LEVEL IST 2' COMPONENTS
�- [-;40S
(TYP.) - SIDES 51
51.0'* t0. 1500 GAL H-10 14•
50.45' TEE
SEPTIC TANK TEE eaves all
D
' GAS BAFFLE :. eoeo•eeoee• cD
•;y.: 4' U.
LEVEL (ACME OR EQUAL) 4 49.94 4
a Y? o^oeDDe^o"o"'"e'o"D^e"'"eeD,eeo' ' " "O"e"a"D oo DeoD LH -10 500 GAL LEACHING CHAMBERS BY ACME PRECAST OR EQR
^a o D .,e,.o,°.o�o„ooDDeoee o D o Deoeoeo, 3/4•-1-1/2' DOUBLE WASHED STONE 4' MIN.
ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED
8' CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12,83'
COMPACTION. (15.221 (2p
(2.5 x SLOPE) SLOPE) (--1% SLOPE)
MIN
FOUNDATION- 22' - SEPTIC TANK 13' D' BOX 12' LEACHING 425' BOTTOM TH-2
NOTES FACILITY NO GROUNDWATER FOUND
2. MUNICIPAL WAVER
W
3. MINIMUM PIPE PITCH TIERBEOW- PER FOOT.
PROPOSED
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
LOT SIZE
TO BE AASHO H-JQ
<
S. PIPE JOINTS TO BE MADE WATERTIGHT.
LO Rryv'
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
N Fc
'r
310 CMR 15.000 (WILE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
p
BE USED FOR LOT LINE STAKING OR ANY OTHER
z
PURPOSE.
z
B. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4• PVC.
REAR SETBACK
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
98.4'
WITHOUT INSPECTION BY BOARD OF HEALTH AND
\
PERMISSION OBTAINED FROM BOARD OF HEALTH.
L
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CAUJNG
IMPERVIOUS COVERAGE
DIGSAFE (1-888-344-7233) AND VERIFYING THE
15.39%
LOCATION OF ALL UNDERGROUND dR OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
DATE: 6/4/14
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACIUTY.
DCE ¢# 14-081
52
O�O
APPROX HYD
-X-X-X-X-
It
to
3
!BENHMA 2 .24'
CONCRETE 6. N 4'08'38" W
LOT 1 ----- -- -- -----
32,918 Sq Ft -----
0.76 AC. 5"
I S.N. 19.22
MAP 115 PCL 216.3.2 h
I k�
o W 0 rn
I 4 v Tp O-0 0
J Q X II vm '11.
n jO
SYSTEM LOT #1 DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
PROPOSED 3 BEDROOM DWELLING
DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL LEACHING CHAMBERS (ACME
OR EQUAL) WITH 4' STONE ALL AROUND
SYSTEM LOT #2 DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
PROPOSED 2 BEDROOM DWELLING
DESIGN FLOW: 2 BEDROOMS @ 110 GPD = 220 GPD
USE A 220 GPD DESIGN FLOW
SEPTIC TANK: 220 GPD (2) = 330
USE A 1500 GAL SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL LEACHING CHAMBERS (ACME
OR EQUAL) WITH 4' STONE ALL AROUND
NOTE: 2 BEDROOM DEED RESTRICTION
SHED
I 2 0 O O •
0 0
W
EXISTING
PROPOSED
33.6' to
w-w_Iw w-_w_w r*I 9 p \
LOT SIZE
40,000 S.F.
<
w-
w \\
LO Rryv'
W
N Fc
'r
c' 000
30'
^ c
I 50 O
z
20'
z
I E/E OQ 4
REAR SETBACK
Of
98.4'
L_
BUILDING COVERAGE
1a
-
5.54%
- - - - - - - - - - ---2
/ E
_
BE TOT E''E/' O --------- -Q-_____, __-- c5�
/E S2O
n D CY
I
F\ L 77.15' _QQ r
22.12' 2 .40'
S 85'08'53" E 154.12' I C8
BE
-- -- ----r- ---- f / THI i 20.01'
3 I /Ii --- �_ 2
rn o w w--wl w w /� 9 ------------------- --- - _ r RW
-w 9-._ b O
M 101 56 AZO w PROPOSED DWELLING
o p I G�� 0 �i 2 BEDROOM / I
_ I k o TOF = 55.5 O J 52 I Li 1=
#906 I. HQ
Ld
� I N
Oi �-- ----- �� / �} U3
+57.8 N '------------------- SHED \ / OT 2 ^+ o <¢
o N _ 20' NON-EXCL SI - - ---_ _ ,14_4 _Sq Ft ; Z
- DRIVEWAY EASEMENT Q
1 40.31'C.----f-
2p•z
o S 9'14'26" E S.N. 23.7 r o
S8 �S' 4 " �� O MAP 115 PCL 216.3.1 r o
° 52.14' r a
BENCHM20.00'
CONCRETE DUN D S 84'•41'30"
EL. - 58.43
V 52
y 7CIV n
ZONING SUMMARY LOT 1
ZONING DISTRICT: R-40 RESIDENTIAL DISTRICT
VARIANCES REQUESTED:
UNDER TOWN OF YARMOUTH HEALTH REGULATIONS:
(3.7): REDUCTON IN ( FOUNDATION HEIGHT ABOVE HIGH POINT
IN
ZONING SUMMARY LOT 2
ZONING DISTRICT: R-40 RESIDENTIAL DISTRICT
LOGS
EXISTING
PROPOSED
MIN.
LOT SIZE
40,000 S.F.
32,918 S.F.
MIN.
LOT FRONTAGE
150'
120.6'
MIN.
FRONT SETBACK
30'
133.6'
MIN.
SIDE SETBACK
20'
32.8'
MIN.
REAR SETBACK
20'
98.4'
MAX.
BUILDING COVERAGE
25%
5.54%
IMPERVIOUS COVERAGE
IMPERVIOUS COVERAGE
10.37%
VARIANCES REQUESTED:
UNDER TOWN OF YARMOUTH HEALTH REGULATIONS:
(3.7): REDUCTON IN ( FOUNDATION HEIGHT ABOVE HIGH POINT
IN
ZONING SUMMARY LOT 2
ZONING DISTRICT: R-40 RESIDENTIAL DISTRICT
LOGS
NOTE:
EXISTING
PROPOSED
MIN.
LOT SIZE
40,000 S.F.
20,144 S.F.
MIN.
LOT FRONTAGE
150'
74.0'
MIN.
FRONT SETBACK
30'
104.6'
MIN.
SIDE SETBACK
20'
26.0'
MIN.
REAR SETBACK
20'
120.5'
MAX.
BUILDING COVERAGE
25%
5.58%
IMPERVIOUS COVERAGE
15.39%
VARIANCES REQUESTED:
UNDER TOWN OF YARMOUTH HEALTH REGULATIONS:
(3.7): REDUCTION IN FOUNDATION HEIGHT ABOVE HIGH POINT
IN ROAD (2' TO -23'}
C
M
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 115 PARCEL 216.3.1, 216.3.2
OWNER OF RECORD
OUR FIRST HOME, INC.
86 WILLOW STREET
YARMOUTHPORT, MA 02675 ,
REFERENCES
CERT 206567
LCP 43317A, PET. PLAN REVISED APRIL 2, 1999 BY THE
TOWN OF YARMOUTH ENGINEERING DEPARTMENT.
COMPREHENSIVE PERMIT RECORDED DOC#1,263,530
REFERENCE PLAN OF LAND DATED APRIL 20, 2015 REV.
JUNE 22, 2015 AND ENDORSED BY THE ZBA
TEST HOLE
LOGS
NOTE:
DATUM : NAVD88
ZONING RELIEF NEEDED FOR
INDICATED LOT
ENGINEER: DANIEL
E. GONSALVES,
SE #13587
CONFIGURATION. (AREA, FRONTAGE, SHAPE NUMBER)
WITNESS: PHIL
RENAUD
WETLAND (IVW) ASSUMED >100'
FROM LOCUS
PER DEP
MAPPING
DATE: 6/4/14
PERC. RATE _
< 2 MIN/INCH
CLASS I
SOILS
�-7
4
ELEV.
ELEV.
ELEV.
ELEV.
(�"
53.0'
0"
53_5'
0• 54.5'
--
0"
54.5'
A
q
A
A
LS
LS
LS
LS
15YR 3/2
10YR 3/2
10YR 3/2
1OYR 3/2
6"
8"
4"
6"
B
B
B
B
LS
LS
LS
LS
34" 10YR 5/6
50.2'
35"
10YR 5/6 50.6'
40" 10YR 5/6 51.2
45" 10YR 5/6
50.8'
C
C
C
C
PERC
PERC
M/CS
M/CS
MS
MS
10YR 6/8
10YR 6/8
2.5Y 7/6
2.5Y 7/6
120" 1 43_0' 132" 1 42.5' 120" 1 44_5' 132" 1
NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED
TITLE I
43.5'
OF
#906 & #910 WEST YARMOUTH ROA®
YARMOUTHRORT, MA
PREPARED FOR
OUR FIRST HOME IN
armouth health Department
v DATE: DECEMBER 5, 2014 pp VED
REV. JULY 15, 2015
,Ao AA,,, REV. AUGUST 19, 2015 Wayms
Date
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DANIELA DANIEL Sc�
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° CIVIL `� A. �I 0 10 20 30 40 50 FEET
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A o 7,�,;i 4 ray. lo, 41 ,ka ` _ foff 508-362-4541
ax 508-362-9880
Nn FY
downcape.com
down cape eagineerinp', Inc.
civil engineers
-t land surveyors
DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675