HomeMy WebLinkAbout23 Carriage Lane - Site Plan 2LEGEND
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'
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')
OFeP/ G
i POINT IN ROAD
70.04' ,, jG
i
i
S
�V
V �•
�L z G �h
c°
G
w-_ w_
,0
/ I " r�F HANDS%.
\ r&F c
T& c
F
TEL RISERS G
X70 T&F \
ELEC METER
ALL GATES TO OPEN
OUTWARD AND BE
SELF-CLOSING WITH
LATCH ON INSIDE. SOLID
WOOD FENCE AS PER
BUILDING CODE. DOORS
TO BE ALARMED.
SWALE
ST0NF
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF
SEPTIC SYSTEM s9
SYSTEM PROFILE �9
TOP FNDN. AT EL. 68.0'
ACCESS COVERS TO WITHIN 6' OF FIN. GRADE (NOT 70 SCALE)
ACCESS COVER TO WITHIN 3" OF FIN. GRADE
/-- ACCESS COVER (WATERTIGHT) TO
/F6-6-.5-7± MINIMUM .75' OF COVER OVER PRECAST // WAIN 6' OF FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM I 65.0'± II
*62.58'
PROPOSED 1500
GALLON SEPTIC
62.30' TANK (H- 20 )
1
DEPTH OF FLOW 4' H-10 SEPTIC TANK �CO PACTION. (15.2210[21))ECHANICAL
TEE SIZES: H-20 DBOX
INLET DEPTH = 0_
OUTLET DEPTH 14"
(_2.5% SLOPE)
FOUNDATION- 11 - SEPTIC TANK
DCE #07-049
(-.L% SLOPE)
55' -
PIPE LEVEL
FIRST 2'
2" DOUBLE WASHED PEASTONE
OR GEOTEXTILE FABRIC
Ve-
)PAVED LAWNARE
DRIVEWAY
C5
AROpOSFO ADO
G
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%
FS
PROPOSED: 9.7%
4
PROVIDE VENT WITH CHARCOAL FILTER
AND BUGSCREEN (FINAL PLACEMENT
WITH HOMEOWNER CONSULTATION)
TREE LINE
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 0 110 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 DATE
MA
BOARD OF HEALTH
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 I SOILS P#
p"
4
ELEV.
63.5' p"
Rte 6A O
a
ELEV.
62.7'
Locus
Sand Ff
ya
Corrin e
o
Dennis
Pond
z�
a
0
m�
J
Exit 7
Route 6
1OYR 3/3
3"
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 I SOILS P#
p"
4
ELEV.
63.5' p"
ELEV.
62.7'
0/A
O/A
31,
1OYR 3/3
3"
1OYR 3/3
E
E
FS
FS
4
1OYR 7/1
4
1OYR 7/1
B
B
LS
LS
14"
1OYR 4/4
62.3' 14"
10YR 4/4
61.5'
C
C
PERC
MCS
MCS
120"
10YR 6/6
53.5' 120"
lOYR 6/6
52.7'
NO GROUNDWATER ENCOUNTERED
LOT 17 N TITLE 5 SITE PLAIm
49,593 SFf ; of
67 t
(SEE VENT NOTE ON PLAN)
UNDISTURBED
PROPOSED POOL
FILTER SHED
(80 S.F.)
23 CARRIAGE LANE
�£9 YARMOUTH (PORT), MA
PREPARED FOR
PETER TROUTMAN
62.0' \ DATE: JANUARY 23, 2008
C7 0 E7 O O n o 0 o ALL SYSTEM COMPONENTS SHALL BE REV. DATE: JANUARY 28, 2008 (SHED, D.W.)
61.0' Q 0 Q = p E� p E3 p � MARKED WITH MAGNETIC TAPE OR "=20'
E7 ED = 17711771o E7 0 0 o COMPARABLE MEANS FOR FUTURE LOCATION. Scale:l 59
2 O E7 E7 O 0 0 O 7-O o 59.0'
3/4" TO 1 1/2" DOUBLE WASHED STONE 0 10 zo 30 40 5 FEET f" ` e" p;
(4) H-20 500 GALLON CHAMBERS log
1HOPdC LWT TOAIL TNR
(--L-% SLOPE) EYCRWS AND!70
To_
-_
35' LEACHING 6.3',67 2%/0f off 508-362-4541
FACILITY YARlMM WATER DEPT DATE fax 508 362-9880
2�SNOFF jA
o$-� ROFM
BOTTOM TH-2 EL. 52.7'
DATE DANIEL A. OJALA, P.E., P.L.S.
do wn cape engineering, in c.
Cl VIL ENGINEERS
LAND SURVEYORS
939 Main Street - YARMOUTHPORT, MASS.
07-049 TROUTMAN.DWG (DD