HomeMy WebLinkAbout906 and 910 West Yarmouth Road Site Plan 5LEGEND
_99-
EXISTING CONTOUR
X 991
EXIST. SPOT ELEV.
PROPOSED
PROPOSED CONTOUR
�98•4j
PROPOSED SPOT EL.
TH1
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
p
TEST HOLE
2z;
SLOPE OF GROUND
rQ1
UTILITY POLE
133.6'
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
2. MUNICIPAL WAVM81S
3. MINIMUM PIPE PITCH ' MSEOSEffi' PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
RESIDENTIAL DISTRICT
TO BE AASHO H-111
5. PIPE JOINTS TO BE MADE WATERTIGHT.
PROPOSED
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
LOT SIZE
310 CMR 15.000 (TITLE 5.)
32,918 S.F.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
p
BE USED FOR LOT LINE STAKING OR ANY OTHER
W
PURPOSE.
FRONT SETBACK
B. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC.
133.6'
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
SIDE SETBACK
WITHOUT INSPECTION BY BOARD OF HEALTH AND
32.8'
PERMISSION OBTAINED FROM BOARD OF HEALTH.
REAR SETBACK
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
�r
DIGSAFE (1-888-344-7233) AND VERIFYING THE
W
LOCATION OF ALL UNDERGROUND do OVERHEAD UTILITIES
IMPERVIOUS COVERAGE
PRIOR TO COMMENCEMENT OF WORK.
10.37%
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
SYSTEM PROFILE #1 �, Sl �°"TA SHALL BE
COMPARABLE MEANS FOR FUTURE LOCATION.
(NOT To Sl
ACCESS COVERS TO WITHIN B' OF FIN. GRADE2' PEASTONE OR GE0ITJOREF2Z
CONCRETE COVERS TO WITHIN 3' GRADE
55.5' FILTER FABRIC OVER STONE
54.5' MINIMUM .75' OF COVER OVER PRECAST SLOPE REQUIRED OVER SYSTEMBLOCKS OR
54.5 1
��•{j PRLv6T N-10 WATERTEST D'BOX FOR LEVELNESS - PRECAST RISERS
I"I SEM M) 4'0SCH40 PVC MORTAR ALL Will IN 50.67'
PIPES LEVEL 1ST 2' ,4 COMPONENTS
t9tos (TVP.) So 5
51.80'4 t0. 1500 GAL HJE
E'2's -® e
51 37' TEE SEPTIC rAN1.12'®®�E�
- ° °_' .s.^o.4' LIQ. LEVEL ACME 50.94
:�..
' '} � •oo oe$e000�oga0000vae 000$�$o,"poag>,osevoovoaeo '"0 500 GAL LEACHING CHAMBERS BY ACME PRECAST OR EQt
e„•. _ _ 3/4--t-1/2-DOUBLE WASHED STONE a MIN.
ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED
6' CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE 25.00' X 12.83'
COMPACTION. (15.221 [2]}
(2.5 z SLOPE) ( ? x SLOPE) Cj-z SLOPE)
MIN LEACHING
FOUNDATION- 17' -SEPTIC TANK 9' D' BOX 435' BOTTOM TH-1 12' FACILITY No GROUNDWATER FOUND
SYSTEM PROFILE #2 IC°L TAPE OR
(tw TO SCu4 COMPARABLE MEANS FOR .FUTURE LOCATION.
ACCESS COVERS TO WITHIN B' OF FIN. GRADE r PEASTONE OR GEO[EXTILECONCRETE COVERS TO WITHIN 3' GRADE
TOP FOUND. EL 55.5' FILTER FABRIC OVER STONE
54.5' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEMULM53.5
WATERTEST D'BOX FOR LEVELNESS xS OR
•' Pli£Gl4'T N -m PRECAST RISERS
AR ALL
- p '1 671
- M - F�iPIPES LE PVC ��1111C� MOftPONENT•) INVERT IN 4�
PIPES LEVEL 15f 2' 4, COOMPONENTS 4.
51 .0'* u 10• 1500 GAL H-10 14•
50.45' TEE SEPTIC TAN
K0.4
J51K TEE @® go ogog
GAS BAFFLE:coo 0
° e"0° -Is
0%°go°go 4
4' LIQ. LEVEL ACME ORE 49.94'
�.:
?•s!.a apeooeu0000eoe000°ooe0000000e.0000000°o°n°ue.
oe a a' ° a„e a eeoe°°°,e„°�°•°•°•°•.•°e•eee ' ° °LH
-i/2' -10.500 GAL LEACHING CHAMBERS BY ACME PRECAST OR EQI
31,1 OOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
S' CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'
L.� COMPACTION. (15.221 [2U -
N 1L SLDPE) C R SLOPE) ( PE}
x SHA
13' D' BOX 12' TEACHING 42.5' BOTTOM TH-2
FOUNDATION- 22 -SEPTIC TANK FACILITY NO GROUNDWATER FOUND
PA PROX HYD
N
L0
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
ZONING SUMMARY LOT 1
ZONING DISTRICT. R-40
RESIDENTIAL DISTRICT
NOTE:
EXISTING
PROPOSED
BENCHMA
EL 4 NO
LOT SIZE
2 .-38
N 4'08'38"
32,918 S.F.
MIN.
150'
120.6'
MIN.
FRONT SETBACK
30'
133.6'
MIN.
SIDE SETBACK
20'
32.8'
MIN.
REAR SETBACK
20'
98.4'
MAX.
W
5.54%
IMPERVIOUS COVERAGE
WITNESS: PHIL
10.37%
MAPPING
DATE: 6/4/14
LOT 1 --------
--
--------____
------
< 2 MIN/INCH
�
20.
�
• CLASS I
SOILS
Sq Ft0.76
(� I III
4
�{ ELEV.
Q
Q
ELEV.
0^
53.0'
O'
53.5'
0' 54.5' 0'
54.5'
Ac.
/y4S.N.
LS
[1.OYR
LS
LS
\1321918
19.22
LS
SHED
3/2
20.0'
10YR 3/2
10YR 3/2
10YR 3/2
AP 115 PCL 216.3.2a
6"
8"
4"
6"
_B
��
B
Q
B
B
LS
LS
LS
O
CD..0
tc
10YR 5/6
50.2'
35"
10YR 5/6
50.6
40^
10YR 5/6
51.2'45n
Q
A
t R
36 _�
�! \
@
®
C
C
En
o
00
o
C
' 9p�$:�
-
4
w- -w -�
33.6'
w --W _w
to
�F
;
i0 _o
iV
Ml
MS
Iw
-w_
w
1OYR 6/8
rm-
r
\
EQ
cv }
fN
2.5Y 7/6
000
Z
t
o
So
0
L__--
---
------------
E
_w7
\
--------
------
---------------
41
B
BE
TO
T
E��E.�
Ems-
o�
-----•
-
54.5
'E�
S2
--------
a
(A
`�
77.15'
2�
n
D 1
1
r
ZONING SUMMARY LOT 1
ZONING DISTRICT. R-40
RESIDENTIAL DISTRICT
NOTE:
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
WITNESS: PHIL
10.37%
VARIANCES REQUESTED:
UNDER TOWN OF YARMOUTH HEALTH REGULATIONS:
REDUCTION IN 2FOTD D ATION HEIGHT ABOVE HIGH POINT
IN
ZONING SUMMARY LOT 2
ZONING DISTRICT: R-40
RESIDENTIAL DISTRICT
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
WITNESS: PHIL
15.39%
VARIANCES REQUESTED:
UNDER TOWN OF YARMOUTH HEALTH REGULATIONS:
(3.7)-. REDUCTION IN FOUNDATION HEIGHT ABOVE HIGH POINT
IN ROAD (2' TO -2.3')
-x---x-x-'x_ ? E\ 22.12' 2 .40'
x
S E\ i 85'08'53" 1
x
N e E / j N E 154.12. 1 CBT x�_x-
i�e 1 BE SE
4 ------- -
-- /� e / THt 1 20.01'
I r- __ r
i� t --------- 2
w_wl �� q ----------- I Ld
c�
01 i7, 56 p�2v w --w / w PROPOSED DWELLING 0 z)
S G,;� X100' 2 BEDROOM
-X� ,, i� o TOF = 55.5 0 52 I w r W
_ 0 I Hipp n #906
�$Q� / Q --:1 <V O b
I N� M �y
--LID
----- OT 2 ^io
N----------------- - SHED e¢ O
20' NON-EXCLUSI c IZ
+57.So N ----- - DRIVEWAY EASEMENT m - - 2 x144 Sq Ft i ¢
C) 40.31' 0.4� I�C.-----j�20'Z °
0 o S 9'14'26" E S.N. 23.7 1 p
S8 84'S'6' MAP 115 PCL 216.3.1 i
1E" 1 0
41 52.14' 1 a
BENCHMAR S 84'41'30" 20.00'
CONCRETE OUND
EL - 58.43
�v � 52� � ^
DCE ## 14-081
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)
WETLAND (IVW) ASSUMED >100' FROM LOCUS
PER DEP
WITNESS: PHIL
RENAUD
MAPPING
DATE: 6/4/14
PERC. RATE _
< 2 MIN/INCH
• CLASS I
SOILS
ELEV.
(� I III
4
�{ ELEV.
Q
Q
ELEV.
0^
53.0'
O'
53.5'
0' 54.5' 0'
54.5'
LS
[1.OYR
LS
LS
LS
3/2
10YR 3/2
10YR 3/2
10YR 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
51.2'45n
10YR 5/6
50.81
C
C
C
C
PERC
PERC
M/CS
Ml
MS
MS
1OYR 6/8
1OYR 6/8
2.5Y 7/6
2.5Y 7/6
120" I 43_0' 132" L 42.5' 120" 1 44_5' 132" 1 43_5'
NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED
TITLEIT
OF
l111 •11,0)101- - A:
PREPARED FOR
OUR FIRST !-TOME INC
r
Yarmouu, k1t.11th Department
DATE: DECEMBER 5, 2014� PPR VED
REV. JULY 15, 2015 ( F-1'
REV. AUGUST 19, 2015 acre Date
Scale: 1"=72
DAI
CIVIL4C,5--2 3 O,A. .I 0 10 20 30 40 50 FEET
u'
a �Nc.40980 off 5D8-362-4541
fox 508-362-9880
L ��sur,14 downccpe.corn
d0WO C4150 10' Iferinig, Inc.
civil engineers
g land surveyors
DATE DANIEL A. OJALA. P.E.. P.L.S. 939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675