HomeMy WebLinkAbout906 and 910 West Yarmouth Road Site Plan 3LEGEND
99-
EXISTING CONTOUR
X 991
EXIST. SPOT ELEV.
--CM-
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
THI
150'
74.0'
TEST HOLE
2,7
SLOPE OF GROUND
104.6'
UTILITY POLE
SIDE SETBACK
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN ORAWR87
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
NGTESs
2. MUNICIPAL WAYM83
3. MINIMUM PIPE PITCH IMBEOEW PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H-[(1.
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6.. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO Q
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-e PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND \
PERMISSION OBTAINED FROM BOARD OF HEALTH. L
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING O�
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND do OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
DCE #14-081
SYSTEM PROFILE #1 ALL SYSTEM
WITH N�,M o BE
COMPARABLE MEANS FOR FUTURE LOCATION. SYSTEM LOT #1 DESIGN: ZONING SUMMARY LOT 1
(HIR TO SGLI�
- ACCESS COVERS TO WITHIN III OF FIN. GRADE a PEASIONE OR GEOtEX1LE CONCRETE COVERS TO WITHIN 3' GRADE
TOP FOUND. EL. 55.5' FILTER FABRIC OVER STONE GARBAGE DISPOSER IS NOT ALLOWED ZONING DISTRICT: R-40 RESIDENTIAL DISTRICT
54.5' MINIMUM .75' OF COVER OVER PRECAST 29 SLOPE REQUIRED OVER SYSTEM 54.5 EXISTING PROPOSED
BLOCKS OR PROPOSED 3 BEDROOM DWELLING MIN. LOT SIZE 40,000 S.F. 32,918 S.F.
T; � �-� WATERIEST D'Box FOR LEVELNESS PREF MIN. LOT FRONTAGE 150' 120.6'
MORTAR ALL INVERT IN 50.67 DESIGN FLOW.- 3 BEDROOMS 0 110 GPD = 330 GPD
s. P rl � IST 2' 4 COMPONENTS MIN. FRONT SETBACK 30' 133.6'
ENDS Sys 51.5' USE A 330 GPD DESIGN FLOW MIN. SIDE SETBACK 20' 32,8'
51.80 * 10' 1500 GAL H-10 74' .�. _ _-_ -
1.'
51.37 TEE SEPTIC TANK TEE 1 12 ° ® MIN. REAR SETBACK 20
°°° ° 98.4'
GAS BSE ;apepeo,a,o, ° o SEPTIC TANK' 330 GPD (2) = 660 MAX. BUILDING COVERAGE 25% 5.54%
00
°°a IMPERVIOUS COVERAGE 10.37%
50.94' 50.77' ° °° USE A 1500 GAL. SEPTIC TANK
4' U0. LEVEL (ACME OR EQUAL) °^°<00 ° 48.67
0�8°'
, o VARIANCES REQUESTED:
°c0.c^cc�c�c�0.cc�cece0.ccec�0.o0.c0.c0.o°c°oc"o°000 H-10 500 GAL LEACHING 0"BERS BY ACME PRECAST OR E LEACHING'
3/4'-1-1/2' DOUBLE WASHED STONE 4' MIN.
ALL AROUND PRECAST STRUCTURES(2) UNITS REQUIRED SIDES: 2(25 + 12.83) 2 (.74) = 112 GPD UNDER TOWN OF YARMOUTH HEALTH REGULATIONS:
6' CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' x 12.83'
COMPACnom (15221 [2U i. (3.7): REDUCTION IN FOUNDATION HEIGHT ABOVE HIGH POINT
BOTTOM 25 x 12.83 (.74) = 237 GPD IN ROAD (2' TO 1')
(
MSLOPE) (? z SLOPS (-1_X SLOPE) n TOTAL 472 S.F. 349 GPD
FOUNDATION- 17' -SEPTIC TANK 9' D' 80X 12'-LEACHING
FACILITY 43.5' BOTTOM TH-4 USE (2) 500 GAL LEACHING CHAMBERS (ACME
NO GROUNDWATER FOUN OR EQUAL) WITH 4' STONE ALL AROUND
SYSTEM PROFILE #2 '1 TAPE BE
(NOT TO SCAL* COMPARABLE MEANS FOR FUTURE LOCATION.
ACCESS COVERS TO WTTHN 8' OF FN. GRADE r PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3' GRADE
FOUND. EL 55.5' _ FILTER FABRIC OVER STONE
54.5' MINIMUM .75' OF COVER OVER PRECAST 2 i SLOPE REQUIRED OVER SYSTEM 53.5
pPRm CrIO WATERIEST D'BOX FOR LEVELNESS KS OR
PRECAST RISERS
rrT
0 PVC MORTAR ALL. INVERT IN 49.67'
VEL IST 2` 4 COMPONENTS
ENDS -•)
10' 1500 GAL H-10 14•
50.45' TEE SEPTICTANK TEE
°°o.
°°0:0
GAS °+000.,0,^^,a°,o o-.`
49.94 ° 149.77 °°co °
- 4' ILIO. LEVEL ACME OR ECXIAL) , �ccc °° °° cc 4'
. 0.O-., ..
JO°eoO°O°O°+0.° . .. °OOOOOOQOOOo°O` -
•000 0 0 0000o0.c0°00.oc°00.00.`00.0.^°00. 3/4`-1-1/2' DOUBLE WASHED STONE 4' MIN.
H-10 500 GAL LEACHING CHAMBERS IR ACME PRECAST OR EQI
6' CRUSHED STONE OR -MECHANICAL ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED
6" CRUSHEDACTION. (15221 R M OVERALL DIMENSIONS 70 OUTSIDE OF STONE. 25.00' X 12.83'
(Z-_5x
M PS x SLO(� SLOPE) ( � E SLOPE)
FOUNDATION- 22' - SEPTIC TANK 13' D' BOX 12'FLEACHIN�G 425 BOTTOM TH-2
NO GROUNDWATER FOUND
PA PROX
0�&
-X--x-x--X
------------
BENCHM L_ 2Bb.24'
CONCRETE
EL. = 47.34' N 4'08'38" W
LOT. 1
I 32,918 Sq Ft ------_ -
0.76 Ac. 54
I S.N. 19.22
MAP 115 PCL 216.3.2
I
1 -+ wm
/ Q o 03
0 II ,m-. UJ
SYSTEM LOT #2 DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
PROPOSED 2 BEDROOM DWELLING
DESIGN FLOW: 2 BEDROOMS 0 110 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
W
I
® i = j N O L7 O Li m
x- w-_w-_Iw W_ -.w 33.8' Ln � A \ 0
w--_w_.__Zo
-W�_ 9 �� \\ N� F,C N i0
I Z \ eo LO N W uj IN�
SO 000 ^ oo
O Z J
2
L__ L - E JE Q Q 4
a --
54.5 BE T e E S2 Lp,' t -�--- -----------
P eV - N
} V Ewe v 77.15' 4ir 1
to
3 �F \� 22.12' 2 .40 i
C14e �� S 85'08'53"T
E' cv E 154.12' 1 CB T
BE SE
TH1 1 20.01'
ir
wri o�I w p -Ii -----------wLLj
w PROPOSED DWELLING
-��/- --- -_d 1 m2 BEDROOM -I�L1
+ �� .4 TOF = 55.5 / 1 P
_ 41 I ip 0 �` % 52 1W
O n
1906 J / Q U'
I '�• p = 004 / L� 1a w
O - -// ----_-_-_ �`\ / Q :1 1714 iV D
/ T eq
457.8 a ,��--------------- SHED / I 2 ^10 TO
o _ - 20 NON-EXCL Si 1 Z a
- DRIVEWAY EASEMENT C---- - 2 ,144 Sq Ft i J
40.31' b.4�_A . - _ _1 2 /5
S 9'14'26" E S.N. 23.7 r - 2D L J}
s8 4. MAP 115 PCL 216.3.1 !
a 1 0
BENCHMARK TE _ O `. 52 14' I N
C�oNCRsa43 S 84'41'30" 2d 00•
ZONING SUMMARY LOT 2
ZONING DISTRICT: R-40 RESIDENTIAL DISTRICT
VARIANCES REQUESTED:
UNDER TOWN OF YARMOUTH HEALTH REGULATIONS:
(In REDUCTION IN FOUNDATION HEIGHT ABOVE HIGH POINT
IN ROAD (2' TO -2.3')
C
�D
X- jy_
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES,
WITNESS: PHIL RENAUD
DATE: 6/4/14
SE #13587
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
1OYR 3/2
15.39%
VARIANCES REQUESTED:
UNDER TOWN OF YARMOUTH HEALTH REGULATIONS:
(In REDUCTION IN FOUNDATION HEIGHT ABOVE HIGH POINT
IN ROAD (2' TO -2.3')
C
�D
X- jy_
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES,
WITNESS: PHIL RENAUD
DATE: 6/4/14
SE #13587
PERC. RATE _
< 2 MIN/INCH
A
A
CLASS I
SOILS
10YR 3/2
4"
10YR 3/2
ELEV.
B
ELEV.
0"
53.0'
0"
53.5'
A
45" 8'
A -
LS
LS
1OYR 3/2
6'
1OYR 3/2
g
B
B
LS
]50.2'
LS
34' 1 OYR 5/6
1 OYR 5/6
35"
5n F'
LVC;US 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 D01530
REFERENCE PLAN OF LAND DATED APRIL 20, 2015 REV.
JUNE 22, 2015 AND ENDORSED BY THE ZBA
NOTE:
DATUM : NAVD88
ZONING RELIEF NEEDED FOR INDICATED LOT
CONFIGURATION. (AREA, FRONTAGE, SHAPE NUMBER)
WETLAND (IVW) ASSUMED >100' FROM LOCUS PER DEP
MAPPING
a
ELEV. ELEV,
0"
54.5' 0` 54.5'
A
A
LS
LS
10YR 3/2
4"
10YR 3/2
6
B
B
LS
LS
40" 10YR 5/6
51.2' 10YR 5/6 50
45" 8'
C
PERC C PERC C C
M/CS M/CS MS
MS
1OYR 6/8 1OYR 6/8 2.5Y 7/6 2.5Y 7/6
120" 43.0' 132' 42.5' 120"
44.5' 132"
NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED
43.5'
v kvir rowif Co E 111� =00i
YARMOUTHPORT, MA
PREPARED FOR
OUR FIRST HOME ' �a~mouthHealt6Department
DATE: DECEMBER 5, 2014 PP VED
REV. JULY 15, 2015
REV. AUGUST 19, 2015 ame Date
IZ � cF �,y , Scale: I "= 20'
l/ Cyd l�G101�GL� Uf
p^IDANIEL
A-
o
U OMI A ' 0 10 20 30 40 50 FEET
b 4,S.'7 (• OJAIA N
�No. 40980.
off 508-362-4541
fax 508-362-9880
3^v, ca•c" - downcepe.com
1 _ down Cap eengINCerin�,
civil engineers
l land surveyors
DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675