HomeMy WebLinkAboutEngineer Plan - 2022PRECAST H-10
RISERS (NP.)
FOUNDATION— EXIST.
LEGEND-
- 99— EXISTING CONTOUR
X 99.1 EXIST. SPOT ELEV.
—[991— PROPOSED CONTOUR
198.4] PROPOSED SPOT EL.
TH1
TEST HOLE
SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE
FILTER FABRIC OVER STONE
MINIMUM .isl
Qr COVER OVER PRECAST '
KITCHEN
DINING
LIVING
ROOM
2% SLOPE REQUIRED OVER SYSTEM 31 4.0
BED
WATERTEST D'BOX FOR LEVELNESS
O
BLOCKS OR
LAUNDRY
MIN. 2" WALL THICKNESS
PRECAST RISERS
a
32,27' 4"OSCH40 PVC
PIPES LEVEL 1ST 2' 4
MORTAR ALL INVERT IN 30.17'
COMPONENTS
(TMP')
If ENDS
ROOM/HOME
SIDES 31.(
10" EXISTING 14"
TEE SEPTIC TANK** TEE
THEATER
COCUS
30.94±'* "o""" 6" MIN. SUMP
12"
®®®®®®®®®®®
®®®®®®®®®®®
O/d Townhouse Rd
" , - MIN. INT.®®®f]®®®
®®®®®®®®®®®
LOWER FLOOR PLAN
GAS BAFFLE .•
®®®®®®®®®®®
®®®®®®®®®®®.
o
30.88 30.71 ;�o�o�o�a
B
28.1'
11
LH
s
A
3/4"-1-1/2" DOUBLE WISHED
-10 500 GAT..
STONE 4' MIN.
LEACHING CHAMBERS BY ACME PRECAST OR EQUAL.
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 [21)
(-L-% SLOPE) (5.4% SLOPE)
"
— SEPTIC TANK 6' D' BOX 12'
LEACHING
FACILITY
ENGINEER:DANIEL E. GONSALVES, SE #13587
WITNESS: PHIL RENAUD
DATE: 1/19/22
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
4 ELEV.
1
0" 33.0'
FILL
7' A
LS
1OYR 4/2
12" 32.0'
B
LS
2610YR 4/6
"
PERC
MS
2.5Y 7/4
126" 22_5'
NO GROUNDWATER ENCOUNTERED
DICE #21-486
22.5' BOTTOM TH-i
NO GROUNDWATER FOUND
*THE INSTALLER SHALL VERIFY THE **INSTALLER SHALL CONFIRM MINIMUM
LOCATIONS OF ALL UTILITIES AND ALL SEPTIC TANK SIZE AT 1000 GALLONS
BUILDING SEWER OUTLETS AND AND ITS SUITABILITY FOR RE—USE.
ELEVATIONS PRIOR TO INSTALLING ANY REPLACE WITH 1500 GALLON SEPTIC
PORTION OF SEPTIC SYSTEM TANK APPROPRIATE TO SITE
CONDITIONS IF NOT SUITABLE
Scale: 1 "= 20'
0 10 20 30 40 50 FEET
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H -Q
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 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 BENEATH AND 5' AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
13. OWNER'S ENGINEER TO PERFORM INSPECTIONS
OF THE FINAL INSTALLATION. MINIMUM OF 24 HOURS
NOTICE REQUIRED.
BED
BATH I
KITCHEN
DINING
LIVING
ROOM
BED
BED
STAIR
DOWN
FLOOR PLAN
(N.T.S.)
"SID.
B h I
=u
BATH/
aln I
O
LAUNDRY
o
GARAGE
a
REC
m
Sl,
ROOM/HOME
o�
THEATER
COCUS
OFFICE
EQUIP.
O/d Townhouse Rd
(NO DOOR
LOWER FLOOR PLAN
(N.T.S.)
"SID.
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 86 PARCEL 125
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001CO586J
DATED 7/16/2014
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 3 BEDROOM DWELLING
DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
**RE—USE EXISTING 1000 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
S�/fo�AD fS�,AS z�r 2r>2,z— MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
15 PAYSON PATH
WEST YARMOUTH, MA
PREPARED FOR
BORTOLOTTI CONSTRUCTI
ADAM LABONTE
DATE DANIEL A. OJALA, P.E., P.L.S.
DATE: JANUARY 26, 2022
off 508-362-4541
fax 508-362-9880
downcope.com
down cape engineering, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
21-486 BORTOLOTTI-LABONTE.DWG
B h I
=u
aln I
o
OU 8
a
Sl,
o�
9L
COCUS
O/d Townhouse Rd
^/v n o a
`D
a ordina o
o
B
s
A
ommer
a Suffo/k
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 86 PARCEL 125
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001CO586J
DATED 7/16/2014
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 3 BEDROOM DWELLING
DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
**RE—USE EXISTING 1000 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
S�/fo�AD fS�,AS z�r 2r>2,z— MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
15 PAYSON PATH
WEST YARMOUTH, MA
PREPARED FOR
BORTOLOTTI CONSTRUCTI
ADAM LABONTE
DATE DANIEL A. OJALA, P.E., P.L.S.
DATE: JANUARY 26, 2022
off 508-362-4541
fax 508-362-9880
downcope.com
down cape engineering, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
21-486 BORTOLOTTI-LABONTE.DWG