HomeMy WebLinkAbout23 Carriage Lane - Site Plan 3LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
0--100—o PROPOSED CONTOUR
— 100 EXISTING CONTOUR
w PROPOSED WATER SERVICE
G PROPOSED NATURAL GAS SERVICE
CATV PROPOSED CABLE SERVICE
T&E PROPOSED TELEPHONE AND ELECTRIC SERVICE
AD PROPOSED AREA DRAIN
BP PROPOSED BACKWASH PIT
PROPOSED LAMP
BENCHMARK:
HYDRANT
TAG BOLT 1008
EL= 70.76'
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF
SEPTIC SYSTEM
TOP FNDN. AT EL. 68.0'
VARIANCES
TOWN OF YARMOUTH HEALTH
REGULATION 3.7 -
FOUNDATIONS OF
DWELLINGS SHALL NOT BE
LESS THAN TWO FEET
ABOVE THE HIGHEST POINT
IN THE ROAD:
FROM 2' ABOVE TO
2.04' BELOW (4.04')
ALL GATES TO OPEN
OUTWARD AND BE
SELF-CLOSING WITH
LATCH ON INSIDE. SOLID
WOOD FENCE AS PER
BUILDING CODE. DOORS
TO BE ALARMED.
SYSTEM PROFILE 1'�
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
�
ACCESS COVER (WATERTIGHT) TO /
ACCESS COVER TO WITHIN 3" OF FIN. GRADE WITHIN 6. OF FIN. GRADE - I /
*62.58'
62.3D'Ila-
58' SUMP ,LE 61.5' `
DEPTH OF FLOW 4' �6' CRUSHED STONE OR MECHANICAL
H-10 SEPTIC TANK COMPACTION. (15.221 [21)
TEE SIZES:
H-20 DBOX
INLET DEPTH = 1�
OUTLET DEPTH = 14"
(_2.5% SLOPE)
FOUNDATION— 11' — SEPTIC TANK
DCE ##07-049
(_L% % SLOPE)
— 55' —
PIPE LEVEL
FIRST 2'
OliGEOTEXTILE FABRIC
(SEE VENT NOTE ON PLAN)
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
59.0'
BOTTOM TH-2 EL. 52.7'
ZONING SUMMARY
ZONING DISTRICT. R-40 DISTRICT
MIN.
LOT SIZE
40,000 S.F.
MIN.
LOT FRONTAGE
150'
SHAPE FACTOR
22
0 61.0'
O000
30'
O 1=11=11=1
SIDE SETBACK
20'
71 o
REAR SETBACK
20'
MAX.
ooaa
35'
o 0000
BUILDING COVERAGE
NOT
TO EXCEED 25%
2'
ED
o a 000a
3/4"
TO
1
1/2" DOUBLE WASHED
STONE
(4)
H-20
500 GALLON CHAMBERS
(—L—% SLOPE)
D' BOX 35'
LEACHING
FACI LIN
(SEE VENT NOTE ON PLAN)
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
59.0'
BOTTOM TH-2 EL. 52.7'
ZONING SUMMARY
ZONING DISTRICT. R-40 DISTRICT
MIN.
LOT SIZE
40,000 S.F.
MIN.
LOT FRONTAGE
150'
SHAPE FACTOR
22
MIN.
FRONT SETBACK
30'
MIN.
SIDE SETBACK
20'
MIN.
REAR SETBACK
20'
MAX.
BUILDING HEIGHT
35'
MAX.
BUILDING COVERAGE
NOT
TO EXCEED 25%
PROPOSED: 9.7%
PROVIDE VENT WITH CHARCOAL FILTER
AND BUGSCREEN (FINAL PLACEMENT
WITH HOMEOWNER CONSULTATION)
NOTES
1. DATUM IS APPROXIMATE NGVD
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR PROPOSED PRECAST DBOX & LEACH
CHAMBERS TO BE AASHO H-20, SEPTIC TANK TO BE H-20.
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
MASS. ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE 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.
12. COORDINATE ALL UTILITY INSTALLATION WITH PERMITTING
AUTHORITIES AND APPROPRIATE VENDORS.
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW. 5 BEDROOMS ® 110 GPD = 550 GPD
USE A 550 GPD DESIGN FLOW
SEPTIC TANK: 550 GPD (2) = 1100
USE A 1500 GAL SEPTIC TANK
LEACHING:
SIDES: 2 (42 + 12.83) 2 (.74) = 162 GPD
BOTTOM 42 x 12.83 (.74) = 398 GPD
TOTAL: 756 S.F. 560 GPD
USE (4) H-20 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4 STONE ALL AROUND
APPROVED
LOCUS MAP
SCALE: 1" = 2,000'±
ASSESSORS MAP 112 PARCEL 48
LOCUS IS NOT WITHIN APD (ZONE II)
TEST HOLE LOGS
ENGINEER: A. H. OJALA, PE
WITNESS: PHIL RENAUD, YBOH
DATE: MARCH 29, 2007
PERC. RATE _ < 2 MIN/INCH
CLASS 1 SOILS P#
Q ELEV. F�
p" r —� 63.5' p„ v
0/A
3 1OYR 3/3
E
FS
4" 1OYR 7/1
B
LS
14" 1OYR 4/4 62.3'
PERC
C
MCS
ELEV.
62_7'
0/A
3" 1OYR 3/3
E
FS
4 1OYR 7/1
B
LS
14" 1OYR 4/4 61.5'
C
MCS
MA 1OYR 6/6 /
DATE BOARD OF HEALTH 120" 1 1 53_5' 120" tOYR 6 6 52_7,
NO GROUNDWATER ENCOUNTERED
flu tov
DATE DANIEL A. OJALA, P.E., P.L.S.
4'
rrs
m
C
�I i —
TITLE 5 SIT E PLA
OF
23 CARRIAGE LANE
YARMOUTH (PORT), MA
PREPARED FOR
PETER TROUTMAN
DATE: JANUARY 23, 2008
REV. DATE: JANUARY 28, 2008 (SHED, D.W.)
Scale:1 "= 20'
0 10 20 30 40 50
off 508 -362 -
fox 508 362
-APPROVED
JAI N 312901
YARMOUTH
4 LD KING'S HIGHWAY
RECEIVED IVED
own cope engineering, iZoos
C
Cl VIL ENGINEERS YARMOUTH
LAND SURVEYORS OLD KING'S HIGHWP"
939 Main Street YARMOU THPOR T, MASS.
07-049 TROUTMAN.DWG (DDF)
Rte 6A O
Qc
Locus
Sand ' �F
�J
Como e O
Dennis
Pond
x�
a
0
m
J
� g
m
Exit 7
Route 6
LOCUS MAP
SCALE: 1" = 2,000'±
ASSESSORS MAP 112 PARCEL 48
LOCUS IS NOT WITHIN APD (ZONE II)
TEST HOLE LOGS
ENGINEER: A. H. OJALA, PE
WITNESS: PHIL RENAUD, YBOH
DATE: MARCH 29, 2007
PERC. RATE _ < 2 MIN/INCH
CLASS 1 SOILS P#
Q ELEV. F�
p" r —� 63.5' p„ v
0/A
3 1OYR 3/3
E
FS
4" 1OYR 7/1
B
LS
14" 1OYR 4/4 62.3'
PERC
C
MCS
ELEV.
62_7'
0/A
3" 1OYR 3/3
E
FS
4 1OYR 7/1
B
LS
14" 1OYR 4/4 61.5'
C
MCS
MA 1OYR 6/6 /
DATE BOARD OF HEALTH 120" 1 1 53_5' 120" tOYR 6 6 52_7,
NO GROUNDWATER ENCOUNTERED
flu tov
DATE DANIEL A. OJALA, P.E., P.L.S.
4'
rrs
m
C
�I i —
TITLE 5 SIT E PLA
OF
23 CARRIAGE LANE
YARMOUTH (PORT), MA
PREPARED FOR
PETER TROUTMAN
DATE: JANUARY 23, 2008
REV. DATE: JANUARY 28, 2008 (SHED, D.W.)
Scale:1 "= 20'
0 10 20 30 40 50
off 508 -362 -
fox 508 362
-APPROVED
JAI N 312901
YARMOUTH
4 LD KING'S HIGHWAY
RECEIVED IVED
own cope engineering, iZoos
C
Cl VIL ENGINEERS YARMOUTH
LAND SURVEYORS OLD KING'S HIGHWP"
939 Main Street YARMOU THPOR T, MASS.
07-049 TROUTMAN.DWG (DDF)