HomeMy WebLinkAbout173 Route 6A - Site Plan 6*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
FOUNDATION
FOUNDATION
NOTE: LOT LINE TO M
BE STAKED PRIOR JO
TO CONSTRUCTION 1B
WALL
**INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT MIN.
1000 GALLONS AND ITS SUITABILITY FOR RE -USE AS A GREASE
TRAP. REPLACE WITH H-20 1000 GALLON SEPTIC TANK
APPROPRIATE TO SITE CONDITIONS 1F NOT SUITABLE
C.I. METAL ACCESS COVERS TO GRADE
rcc
EXISTING 36•
SEPTIC TANK** TCE
GAS BAFFLE
SYSTEM PROFILE
(NOT TO SCALE)
PRECAST H-20
RISERS (TYP.) 0
40.54'* 10" ...20•
V
4"OSCH40 PVC
TEE TEES
3500 GAL I'
DUAL COMP. 40.01' j
40.26' SE -20
PTIC TANK C
4' U0. LEVEL EF
ACME OR EQUAL 1300 Ga -
1000 GAL H-20
GREASE TRAP
DEPTH OF FLOW = 4'
TEE SIZES:
INLET DEPTH = ��
OUTLET DEPTH = 14"
( 2_07. SLOPE)
Z�'
GREASE TRAP
- 8' -
(-1.-57 SLOPE)
PIPES LEVEL 1ST 2'
ZABEL A100 41.88' 41.71'
2100 GAL EFFLUENT FILTER
:. ;: ..; - ...... (OR EQUAL)
o°o°0°0°0°0°0°0°0°0°o W MOLDED IN GAS
0°0°o°0°0°0°0°0°0°0°o DEFLECTOR
6" CRUSHED STONE OR MECHANICAL 6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
COMPACTION. (15.221 [21)
( % SLOPE)
SEPTIC TANK 12' -PUMP CHAMBER 181'
MAINTENANCE:
GREASE TRAPS SHALL BE INSPECTED MONTHLY AND
CLEANED WHEN THE LEVEL OF GREASE IS 25% OF THE
EFFECTIVE DEPTH OF THE TANK, OR AT LEAST EVERY
THREE MONTHS, WHICHEVER IS SOONER.
NOTE: VERIFY
EXISTING DRAINAGE.
I'EXISTING MAY REMAIN
UNTIL RESERVE
UTILIZED
\ \ 50' 1
� L7
1° tree Imp♦--
N 87'15
14'
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
1-1
PROVIDE INSPECTION PORTS TO
WITHIN 3" OF FINISH GRADE
SYSTEM 45.0' 6' MAX
42.0'
0.92'
1 40.68'
SPLASH BLOCKS 48 H-20 HIGH CAPACITY INFILTRATORS
.UNDER INVERTS (TYP.) EACH UNIT: 6.25' X 2.83 X 16' HIGH
OVERALL DIMENSIONS TO OUTSIDE OF UNITS: SEE DETAIL
(NO STONE PROPOSED)
9.98'
SLOPE) BOTTOM TH 2 EL. 30.7'
D' BOX 13' LEACHING
FACILITY
PORT (TYP.) T N E EXISTIE RE -USED 1
E
---I --E E� E E E E-
11.4' I E
EXISTING 1000 GAL. 3
- - - - - - BENCHMARK -20 PUMP CHAMBER
a0 I CENTER OF BASIN (TO BE REMOVED)��
I EL=40.78' 1
1 EXISTING 100%
BARN R SERVE
Ql F� OO
Q I MOVE BARN AND DRAINAGE 7 X17' 3500
^ I IF RESERVE SEPTIC UTILIZED GAL H-20
�TBZ _ \ _ J DUAL COMPARTMENT
0 SEPTIC TANK W/3 COVERS 1 TUMP
o ) A\ \ GRAVEL DRI �� 0
0
i. _
PROP. VENT WITH CHARCOAL \ _0
FILTER AND BUGSCREEN EXISTING 5' REMOVAL OF UNSUITABLE SOIL REQUIRED IN
(FINAL PLACEMENT BY 330 GALLON THIS AREA, DOWN TO SUITABLE SOIL LAYER
CONTRACTOR WITH OWNER SEPTIC LEACHING EL. 36.2. REPLACE WITH CLEAN MED. SAND,
CONSULTATION) (DEMO) TO MEET SPECIFICATIONS OF 310 CMR
15.255(3) ABUTTERS HOUSE
LEGEND-
EGEND99-
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
--{LTJ}--
PROPOSED CONTOUR
[98.41
PROPOSED SPOT EL.
TH1
m
Sand F�
TO BE AASHO H -2Q
TEST HOLE
22;
SLOPE OF GROUND
5. PIPE JOINTS TO BE MADE WATERTIGHT.
UTILITY POLE
CLASS I SOILS
FIRE HYDRANT
310 CMR 15.000 (TITLE V.)
PROPOSED POST LIGHT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
= UNSUITABLE MATERIAL
BICE #12-272
CA
N
25.5'
LEACHING DETAIL
1"=10'
BENCW470'
L
TOP
FOUN
EL. -
#'172 EXISTING
BUILDING PEACH TREE DESIGNS
PAVED DRIVE
TEST HOLE LOGS
1. DATUM IS APPROXIMATE NGVD
ENGINEER: DANIEL
E. GONSALVES, SE #13587
DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD
WITNESS: AMY VON
HONE, RS, CHO
AND AROUND THE PROPOSED
CUS O
DATE: 12/4/12
m
Sand F�
TO BE AASHO H -2Q
1030 GPD
PERC. RATE _ <
5 MIN/INCH
5. PIPE JOINTS TO BE MADE WATERTIGHT.
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Dennis
� PO71(I LINES
CLASS I SOILS
GREASE TRAP: 20 X 15 = 300 GAL.
310 CMR 15.000 (TITLE V.)
4
ELEV.
13. CONTRACTOR TO COORDINATE UTILITY CONNECTIONS
ELEV.
0"
42.8 0"
V
42.2
FILL
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
FILL
WITHOUT INSPECTION BY BOARD OF HEALTH AND
COARSE
24"
4.73 x 6.25' LENGTH = SF PER
40.2
18"
41.3
1030 GPD/0.74 GPD/SF = 1391.9 SF LEACHING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL
GUIDELINES.
UNDERGROUND & OVERHEAD UTILITIES
AP
EXISTING USE: SAME PLUS EXPANDED OFFICE IN ANNEX.
A
14.7
/SL
REQ.
-, /SL
38"
10YR 3 2
39.03
CO t OYR 3/3
MIN. LOT FRONTAGE 150'
B/
ALARM
FLOAT SWITCH --
�I 30"
40.3
MIN. SIDE SETBACK 25'
PROP. 30" H-20
WATERTIGHT
/SL
TO GRADE
/B
60"
2.5Y 5/2
37.2
/SL
8"
VALVE
C 1
t 0YR 5/6
4" WORKING RANGE
60"
37.8
SILTY SAND
MYERS SRM 4 (DUPLEX) .
rn
PUMP OFF
/C 1
72"
1 OYR 5/4
36.2
SILT LOAM
156" /2.5Y 6/2
29.8 PERC
SILT LOAM/ MCS
168" 2.5Y 6/2 28.8
1OYR 4/4
. 6/2/
180" 25Y 27.8 138" 30.7
NO GROUNDWATER ENCOUNTERED
PAVED
NOTES
SYSTEM DESIGN:
1. DATUM IS APPROXIMATE NGVD
GARBAGE DISPOSER IS NOT ALLOWED
2. MUNICIPAL WATER IS EXISTING
DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
RESTAURANT USE: 20 SEATS X 35 = 700 GPD
AND AROUND THE PROPOSED
CUS O
4, DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
m
Sand F�
TO BE AASHO H -2Q
1030 GPD
60"
USE A 1030 GPD DESIGN FLOW
5. PIPE JOINTS TO BE MADE WATERTIGHT.
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Dennis
� PO71(I LINES
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
GREASE TRAP: 20 X 15 = 300 GAL.
310 CMR 15.000 (TITLE V.)
USE EXISTING. 1500 GAL. SEPTIC TANK**
7• THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
13. CONTRACTOR TO COORDINATE UTILITY CONNECTIONS
BE USED FOR LOT LINE STAKING OR ANY OTHER
SEPTIC TANK: 1030 GPD (3) = 3090 GAL.
PURPOSE.
USE A 3500 GAL. DUAL COMPARTMENT SEPTIC TANK
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
VERIFY ALL SEPTIC INVERTS PRIOR TO ANY
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
LEACHING:
WITHOUT INSPECTION BY BOARD OF HEALTH AND
COARSE
PERMISSION OBTAINED FROM BOARD OF HEALTH.
4.73 x 6.25' LENGTH = SF PER
ZONING SUMMARY
HIGH CAPA
CAPACITY
CITY INFILTRATOR UNIT T
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
1030 GPD/0.74 GPD/SF = 1391.9 SF LEACHING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL
GUIDELINES.
UNDERGROUND & OVERHEAD UTILITIES
REQ D
'COVER
PRIOR TO COMMENCEMENT OF WORK.
Thocbe,f Shoe Road
1391 SF/29.56 SF/UNIT = 47.1 UNITS
/
o � �
LOCUS MAP
v
� m 4 Rte 6'q
AND AROUND THE PROPOSED
CUS O
25.9
m
Sand F�
M=D.
L`' Stob/ 5
60"
Of
H-20 HIGH CAPACITY UNITS SEE DETAIL FOR
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Dennis
� PO71(I LINES
ASSESSORS MAP 122 PARCEL
FIELD CONFIGURATION
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
� a
0
22.9
REQ D
'COVER
PRIOR TO COMMENCEMENT OF WORK.
0" 29.7
1391 SF/29.56 SF/UNIT = 47.1 UNITS
/
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH
LOCUS MAP
SITE IS LOCATED WITHIN OLD KING'S
AND AROUND THE PROPOSED
CLAY
25.9
LEACHING FACILITY.
M=D.
THEREFORE, USE GRAVELLESS SYSTEM OF (48)
60"
SCALE 1"=2000'±
H-20 HIGH CAPACITY UNITS SEE DETAIL FOR
12, EXISTING LEACHING FACILITY SHALL BE PUMPED AND
ASSESSORS MAP 122 PARCEL
FIELD CONFIGURATION
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
LOCUS IN NOT WITHIN A MAPPED NITROGEN SENSITIVE AREA
22.9
13. CONTRACTOR TO COORDINATE UTILITY CONNECTIONS
LOCUS IS WITHIN FEMA FLOOD ZONE C AS
48 UNITS X 29.5 SF = 1416 SF > 1391.9 SF
1416 SF (0.74)
0.74 = 1047.8 GPD OK
WITH APPRORIATE VENDORS. VERIFY FEASABILITY OF ALL
CONNECTIONS PRIOR TO ANY UTILITY INSTALLATION.
SHOWN ON COMMUNITY PANEL 0250015
( )
VERIFY ALL SEPTIC INVERTS PRIOR TO ANY
0001D REVISED 7-2-1992
21.9
PLUMBING/SEPTIC WORK ON SITE.
COARSE
NO LOW POINTS
13. SYSTEM AND EFFLUENT FILTER TO BE
ZONING SUMMARY
17.7
MAINTAINED PER TITLE 5 AND MANUFACTURER
LOAMY
1500 GAL. H-20 S/
GUIDELINES.
COARSE
" PRESSURE LINE-'--'
EXISTING USE: SAME PLUS EXPANDED OFFICE IN ANNEX.
ZONING DISTRICT: B1 BUSINESS DISTRICT
14.7
REQ.
1120 GAL.+
MIN. LOT SIZE 25,000 S.F.
r-
MIN. LOT FRONTAGE 150'
ALARM
FLOAT SWITCH --
MIN. FRONT SETBACK 30'
11.7
MIN. SIDE SETBACK 25'
PROP. 30" H-20
WATERTIGHT
MIN. REAR SETBACK 20'
TO GRADE
0.25" WEEP HOLES
CHECK
ALARM AND DUPLEX CONTROL PANEL MAX. BLDG COVERAGE 25%
TO BE INSTALLED INSIDE PROVIDE QUICK DISCONNECT FOR PUMP LOT COVERAGE BLDG/DRIVE <70%
BUILDING. ALARM TO BE ON
SEPARATE CIRCUIT FROM PUMPS
TEST BORING LOGS
ENGINEER: RON CADILLAC, SE
ELEV.
tin
0" 29.7
10" LOAM 28.9
Scale:
SITLY
SITE IS LOCATED WITHIN OLD KING'S
rn
CLAY
25.9
I
M=D.
43.0'
60"
HIGHWAY HISTORIC DISTRICT
24.7
FINE
939
82"
SAND
22.9
12-272 BURBANK.DWG
DARK RED
Sc
MED.
INV. IN 39.77'
94"
SAND
21.9
COARSE
NO LOW POINTS
EXISTING USE: 1 APARTMENT OVER OFFICE, ANNEX OFFICE
^
17.7
LOAMY
1500 GAL. H-20 S/
COARSE
" PRESSURE LINE-'--'
EXISTING USE: SAME PLUS EXPANDED OFFICE IN ANNEX.
o
m
14.7
L00Y
1120 GAL.+
SLOPE TO DRAIN BACK TO PC
r-
SAND
ALARM
FLOAT SWITCH --
RESERVE
11.7
VARIANCE REQUESTED UNDER MAX. FEASIBLE COMPLIANCE
C7
SETTINGS: PUMP ON
0.25" WEEP HOLES
CHECK
15.405 1b: SAS TO BE > 3' BUT < 6' BELOW FINISH
8"
VALVE
GRADE VENT AND H=20 PROVIDED)
i y
4" WORKING RANGE
MYERS SRM 4 (DUPLEX) .
rn
PUMP OFF
4"
SUBMERSIBLE 4/10 HP PUMP
OWNER OF RECORD
8"
SYSTEM (OR EQUAL)^ ^'
'JOEY, MCABEE& WEINERT, LLC
mN
PUMP CHAMBER
STREET
YARMOUITHPORT,
MA 02675
(NOT TO SCALE)
WATERPROOF/WATERTIGHT
REFERENCES
DEED BOOK 20272 PAGE 137
PLAN BOOK 152 PAGE 79
TEST BORING LOGS
ENGINEER: RON CADILLAC, SE
ELEV.
tin
0" 29.7
10" LOAM 28.9
Scale:
SITLY
0"
-
46"
CLAY
25.9
I
M=D.
14."
60"
SAND
24.7
FINE
939
82"
SAND
22.9
12-272 BURBANK.DWG
DARK RED
Sc
MED.
2.5Y 5/2
94"
SAND
21.9
COARSE
144"
SAND
17.7
LOAMY
COARSE
180"
SAND
14.7
L00Y
MED.
SAND
216"
11.7
TEST HOLE LOGS
ENGINEER: RON CADILLAC, SE
WITNESS: AMY VON HONE, RS, CHO
DATE: 8/28/02
PERC. RATE _ < 2 MIN/INCH
CLASS
I SOILS
Scale:
ELEV.
0"
-
42.2
A -
I
SL
14."
1OYR 4/4 40.2
doWn
B
SL
939
1OYR 5/6
36"
39.03
12-272 BURBANK.DWG
C
Sc
2.5Y 5/2
56"
37.2
PERC
C2
MCS
1OYR 4/4
160" �_� 30.7
a
PERMIT SET- NOT FOR CONSTRUCTION
•
#173 MAIN STREET
YARMOUTHPORT. MA
PREPARED FOR
PEACH TREE DESIGNS
DATE: 12-5-2012
REV:
1-3-2013 (BOH COMMENTS)
Scale:
1 "= 20'
0
10 20 30.40 50 FEET
off 508-362-4541
I
fax 508-362-9880
downcape.com
doWn
cape engineefing, inc.
civil engineers
Ian d surveyors
939
Main Street ( Rte 6A)
YARMOUTHPORT . MA 02675
12-272 BURBANK.DWG