HomeMy WebLinkAbout906 and 910 West Yarmouth Road Site Plan 2LEGEND
.99-
EXISTING CONTOUR
X 99.7
EXIST. SPOT ELEV.
-EM-
PROPOSED CONTOUR
(98.41
PROPOSED SPOT EL
TH1
m
150'
TEST HOLE
VI
SLOPE OF GROUND
to 0
Zvi
UTILITY POLE
N L
FIRE HYDRANT
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRWfM
*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 WA'VER88
3. MINIMUM PIPE PITCH IRRBEOW PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H -1A
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
BE USED FOR LOT UNE STAKING OR ANY OTHER
PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & 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 EKED COMPONENTSMAGNETIC APE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
(NOT TOSCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE2' PEASTONE OR GEOTEXDLE CONCRETE COVERS TO WITHIN 3' GRADE
TOP FOUND. EL. 55.5' FILTER FABRIC OVER STONE
54.5 MINIMUM .75' OF COVER OVER PRECAST 2X SLOPE REQUIRED OVER SYSTEM
.1 PRIMA= H-10 WATERTEST D'BOX FOR LEVELNESS BLOCKS OR
PRECAST RISERS
NSOs PrP.)
2y 4'0SCH40 PVC - MORTAR ALL
PIPES LEVEL IST 2' 4• COMPONENTS INVERT IN 50.67 4,
F8111
�•) SID5
* t0• 1500 GAL H-10 14' ,;'51TEE SEPTIC TANK TEE .12' ®DDDDD�®�GAS BAFFLEnQ4' V0. LEVEL ACME OR EQUAL) ,;50.94'5 .7T JpeDDDDo'ODDOODDDQaeDODoaDDDDDDDDDDODDDaDDODOO`
'yovogogD�e�ooD, DaDeDaDODnDrDpYpD�D.D,D;?yD,DDH-10 500 GAL LEACHING CHAMBERS BY ACME PRECAST OR EOL
3/1/2' DOUBLE WASHED STONE 4' MIN.. (2) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
4 6' CRUSHED STONE OR MECHANICALOVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' x 12.63'
L� COMPACTION. (15.221 [2y -
(2.5z SLOPE) (-x SLOPE) t z SLOPE)
MIN
FOUNDATION- 77' - SEPTIC TANK 9' D' BOX 12' LEACHING 43.5' BOTTOM TH-4
FACILITY NO GROUNDWATER FOUND
SYSTEM PROFILE #2 ►
ASYSTEM LL
HOUMAGNETICC TAPE BE
(NOT TO SCME) COMPARABLE MEANS FOR FUTURE LOCATION.
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE r PEASTONE OR GEOTEXTIL.ECONCRETE COVERS TO WITHIN 3" GRADE
FOUND. EL. 55.5' FILTER FABRIC OVER STONE _
54.5 MINIMUM .75' OF COVER OVER PRECAST 1 F2% SLOPE REQUIRED OVER SYSTEM 53.5 1
PHEGl4T H-10 WATERTEST D'BOX FOR LEVELNESS BLACKS OR
N� �) PRECAST RISERS
ro 4"OSCH40 PVC MORTAR ALL INVERT IN 49.67'
. .PIPES LEVEL 1ST 2' �4• COMPONENTS
ENDS �•)
0'* 10. 1500 GAL H-10 14• o
50.45' TEE SEPTIC TANK TEE O. � ��� � ��p3 9 A egpgggg
GAS BAFFLE: DDDR° �'"D..D°D°DD.S
- - •.D.,D ® BBB B
V U0. LEVEL (ACME OR EQUAL) :; 49.94 _ 44
•'�� JDODDDODOOOODOODOpDpOQODODODODODODODODODDDOD4
•o,,DD,DDD DD^,D,pDeDg,g,�,�,g,�,�,DDD,D,FH-10 500 GAL LEACHING CHAMBERS BYIR ACME PRECAST OR EOL
D�D�a.o .+. o o.D • 3/4'-1-1/2" DOUBLE WASHED STONE 4' MIN.
ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED
j 6' CRASHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'
COMPACTION. (15221 12D
IM z SLOPE) ( x SLOPE) (-!-X SLOPE)
FOUNDATION- 22' - SEPTIC TANK 13' D' 80X 12' LEACHING 42.5' BOTTOM TH-2
FACILITY - NO GROUNDWATER FOUND
A PPROX HYD
io�6
m
54.5
3
N
n
BENCHMA _ 2 .24'
CONCRETE B N N 4'08'38"
EL = 47.34' W
LOT 1 ------ ----- ----- ------ co
I 32,918 Sq Ft ------- --
0.76 Ac. 54
1 S.N. 19.22
j MAP 115 PCL 216.3.2
o I R�
o I o wOA n
O I hry co U T.
1 133.6'
w' w w
� " " w -
I
I
I
SO
I
I
L----
E _ A -
E �
B TO E--�E� a�
BE T 'E Ems- S2
e\ 77.15'
fire\F 22.12' i
Ewe �
J. rm ID
OO v 0
A
r
Z
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
JI
1
0 000 O
J Z
Q
'E E 0 T 4
----- -- _ V w
UA ----- _
--_- N
ZONING SUMMARY LOT 1
w
ZONING DISTRICT: R-40 RESIDENTIAL DISTRICT
< 2 MIN/INCH
1i
EXISTING
PROPOSED
MIN. LOT SIZE
40,000 S.F.
32,918 S.F.
m
150'
LU
�
30'
to 0
Zvi
MIN. SIDE SETBACK
N L
t^ Cy
LU
!�
to
MAX. BUILDING COVERAGE
n
0 000 O
J Z
Q
'E E 0 T 4
----- -- _ V w
UA ----- _
--_- N
ZONING SUMMARY LOT 1
SE #13587
ZONING DISTRICT: R-40 RESIDENTIAL DISTRICT
< 2 MIN/INCH
PERC
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
120.5'
10.37%
VARIANCES REQUESTED:
UNDER TOWN OF YARMOUTH HEALTH REGULATIONS:
(3.7): REDUCTION IN FOUNDATION HEIGHT ABOVE HIGH POINT
IN ROAD (2' TO 1')
ZONING SUMMARY LOT 2
SE #13587
ZONING DISTRICT: R-40 RESIDENTIAL DISTRICT
< 2 MIN/INCH
PERC
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%
VARIANCES REQUESTED:
UNDER TOWN OF YARMOUTH HEALTH REGULATIONS:
(3.7r REDUCTION IN FOUNDATION HEIGHT ABOVE HIGH POINT
IN ROAD (2' TO -2.3')
C
n p J 1
\\ I I
2 .40' \ I
S 85.08'53" E 1
154.12' I CBT
I BE SE
TF1 1 1 20.01'
I e - ----- 2 I
1
-" w w- 1 �i q ------------ I W
w w
rn V) 56 2 " -w-9_ w PROPOSED Oa -- - - ��`_ o I
1 DWELLING � - - - _ _ _ I �
r I G,% .�G i� 2 BEDROOM D�
TOF.= 55.5 O 52 lw
12_ #906 00�� C� Io W Lu
Lf) - - 104.III
6' '7' Nt N O a
o ------------------ SHED OT 2 o oQi
20' NON-EXCL SI b��
---_ _ �44 SCS Ft
DRIVEWAY EASEMENT ro
S 9'14'26" E
(`III S8
V a
BENCHMAR
CONCRETE BOUN
EL - 58.43
v
0.46ECC.-----(�20'W °
3 S.N. 23.7 1 0
4' MAP 115 PCL 216.3.1 $
" I o
52.14' 1 N
20.00'
S 84'1
52
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES,
WITNESS: PHIL RENAUD
DATE: 6/4/14
SE #13587
PERC. RATE _
< 2 MIN/INCH
PERC
LS
CLASS I
SOILS
1OYR 3/2
1OYR 3/2
(
ELEV.
6"
B
( ELEV.
Q
0"
53.0'
0"
53.5'
A
1OYR 5/6
45" 1OYR 5/6 50.8'
A
LS
TITLE
5
LS
1OYR 3/2
1OYR 3/2
6"
8"
B
B
LS
LS
34' 1 OYR 5/6
50.2'
35"
1 OYR 5/6 50.6'
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
NOTE:
DATUM : NAVD88
ZONING RELIEF NEEDED FOR INDICATED LOT
CONFIGURATION. (AREA, FRONTAGE, SHAPE NUMBER)
WETLAND (IVW) ASSUMED >100' FROM LOCUS PER DEP
MAPPING
Q
Q s
ELEV. w ELEV.
54.5' O" v 54.5'
- A -
C
A
PERC
LS
LS
1OYR 3/2
1OYR 3/2
4"
MS
6"
B
B
2.5Y 7/6
LS
LS
F51.2,
40"
1OYR 5/6
45" 1OYR 5/6 50.8'
C C
C
C
PERC
PERC
M/CS M/CS
MS
MS
1OYR 6/8 1OYR 6/8
2.5Y 7/6
2.5Y 7/6
120"43_0' 132"
4-
120"
44_5' 132" 1 43_5'
NO GROUNDWATER ENCOUNTERED
NO GROUNDWATER ENCOUNTERED
TITLE
5
ITEF'O'LAN
OF
#906 & #910 WEST YARMOUTH ROA1,
l.i
PREPARED FOR
OURFIRST HOME IN rmouthmalthDezrtme.
DATE: DECEMBER 5, 2014 F---� i
REV. JULY 15, 2015 lame Date
_ REV. AUGUST 19, 2015 mss°, //oyQyGi- �-
SrICFIIRS
cp`SNOF�eAss Scale:l = 20
� DOJALA DANIEL
A. 0 10 20 30 40 50 FEET
" CNIL '" OJALA N
\p
NO. 455020 No. 40980
?FF ^STE SE EN iyaFEss ° off 508-362-4541
o� I fax 508-362-9880
N+q®R�Ey downcape.com
doWO cope engineoIIIIIIInc.
civil engineers
land surveyors
DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675