HomeMy WebLinkAboutEngineered Plan - 2018LEGEND
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[99]-
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
TEST HOLE
2%
SLOPE OF GROUND
Follins
UTILITY POLE
CLASS _ I SOILS
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
i
�3 SYSTEM PROFILE
ALL SYSTEM COMPONENTS SHALL BE
DTOP FOUND. EL. so.2 MARKED WITH MAGNETIC TAPE OR
��I q2 \ PROVIDE MIN. 20"I DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
d Y Dr4> 7 ACCESS COVERS TIO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3° GRADE
L NE
FILTER FABRIC OVER STONE
rn SLAB EL. 41.2± .:•.
40 0' MINIMUM I75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM
50.00' NOTE: 2" MIN. WALL BLOCKS OR
PRECAST H-10 f THICKNESS REQUIRED
r J RISERS (TYP.) I PRECAST RISERS
2•0 4"0SCH40 PVC MORTAR ALL
H-10
,.= 6" MIN. SUMP
PIPES LEVEL 1ST 2'
4'
COMPONENTS
4'
e l� �� INV'S EL 34.20
h'
i
TVP.
- --- - - - - - -- - _ _ _ --- - - 12" MIN. INT. DIM. -- - - - L_ - _ _
�0 ENDS SIDES 3
w f roh`O °�� �.�� *37.3 10" 14"1 EE
36.95' 1500 GAL H-10 , ; D D O O O O 6666°o°o
' TEE 7E� ;°000°o°o� ®®®® o ®®®® ��ao�o
/ SEPTIC TANK 36.70 °°°°°o°o OOC�aoO��� [�O�DOO�O(]DO
4 LIQ. LEVEL I 60000 0000 0000
0°00000°°000 WATERTEST D'BOX o >0°0 o o o o 0 0 0 0 0 o 0 0 0 ;0
GAS BAFFLE°o°o°o°6666 °o°o°o°o ���D���O�O� �ao���o�0000 °°O°°°°'
ACME OR EQUAL °�° ' FOR LEVELNESS N oo°o°o°o®®������0� 101=1�1��0��1�1� °o°o°o°o
34.47' 34.30' g °o°o°
w o o_o o o 0 0 0
000000000000000000000000000000000000000000000
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o I L
0 0 0. H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
°,o,,ono_0_0„0-�.n 0 0 0 0 0 0_n.0_0t�.o.0 0 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
w �I 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'
COMPACTION. (15.221 [2]) ry
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE #13587
DATE: 8/31/2018
ELEV.
3
0" 38'
12„
36"
72„
A
LS
1OYR 3/2
B
LS
1OYR 5/6
C1
SiL
2.5Y 6/2
C2
MS
2.5Y 7/4
132" 27'
NO GROUNDWATER ENCOUNTERED
TEST HOLE LOGS
35'
32'
ENGINEER: DANIEL E. GONSALVE•S,
SE #13587
WITNESS: AMY VON HONE,
RS
DATE: 6/14/2018
c`
PERC. RATE _ < 5 MIN/INCH
/
o
Follins
�o
CLASS _ I SOILS
Pond
Locu
a
ELEV.
4
4
ELEV.
0„ 49'
o„
oye Tei
49'
o a
A
�i
A
a
LS
LS
10YR 4/2
1OYR 4/2
12"
5„
B
B
LS
LS
34"
1OYR 4/4
46.2'
52"
1OYR 4/4
44.7'
C
C
PERC
MS
MS
POCKETS SiL
POCKETS SiL
2.5Y 7/3
2.5Y 7/3
132"
38'
120"
39'
NO GROUNDWATER ENCOUNTERED
0
W
50
w
Y�
52�
I
27.0' BOTTOM TH-3
(2.5% SLOPE) I (22 % SLOPE) (1 % SLOPE) NO GROUNDWATER FOUNDLEACHING
_
FOUNDATION 12' SEPTIC TANK 10' D' BOX 12' FACILITY
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND SYSTEM DESIGN: NOTES
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 127 PARCEL 72
ELEVATIONS PRIOR TO INSTALLING ANY 1. DATUM IS NAVD 88
PORTION OF SEPTIC SYSTEM y GARBAGE DISPOSER IS NOT ALLOWED ZONING SUMMARY
I 2. MUNICIPAL WATER IS PROPOSED
1 PROPOSED 3 BEDROOM DWELLING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. ZONING DISTRICT: R-40 DISTRICT
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
- 4. DESIGN LOADING FOR ALL jPROPOSED PRECAST UNITS MIN. LOT SIZE 40,000 S.F.
USE A 330 GPD DESIGN FLOW TO BE AASHO H-10 MIN. LOT FRONTAGE 150'
PROPOSED
PAVED DRIVE
v
I M ( \ TH1 [\ \--/
1. ' PROP E
Q LIN
50.2
'o
52
3a
_ 36
f TH3 _
rt
f 1
I
32.5 - �� - 1009; RESER f 3s
'35
LOT 23
5' REMOV " OF UNSUITABLE SOIL QUIRED
AROUND PERIMETER OF LEACHIN FACILITY, 44,230 S.F.±
DOWN TO SUITABLE SOIL LAY. REPLACE �k
WITH CLEAN MED. SAND, TO EET
SPECIFICATIONS OF 310 C 15.255(3)
BENCHMARK: 5
CEMENT BOUND
=37.0' NAVD88 �Z
01
5. PIPE JOINTS TO BE MADE WATERTIGHT. MIN. FRONT SETBACK 30
SEPTIC TANK: 330 GPD (2) = 660 MIN. SIDE SETBACK 20'
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MIN. REAR SETBACK 20'
USE A 1500 GAL. SEPTIC TANK 310 CMR 15.000 (TITLE 5.) MAX. BUILDING COVERAGE 25%
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO MAX. BUILDING HEIGHT 35'
LEACHING: BE USED FOR LOT LINE STAKING OR ANY OTHER
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD PURPOSE. SITE IS LOCATED WITHIN THE AQUIFER
BOTTOM 25 x 12.83 (.74) = 237 GPD 8. PIPE FOR SEPTIC SYSTEM !TO SCH. 4D-4" PVC. PROTECTION OVERLAY DISTRICT
TOTAL: 472 S.F. 349 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND f
PERMISSION OBTAINED FROM BOARD OF HEALTH. OWNER OF RECORD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233). AND VERIFYING THE KYLE & CHERI REISNER
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES 24 CHURCH STREET
PRIOR TO COMMENCEMENT OF WORK.
WEST DENNIS, MA 02670
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED BENEATH AND 5' AROUND THE PROPOSED
LEACHING FACILITY.
MA
APPROVED DATE BOARD OF HEALTH
I \REFERENncS
s6 CERT #216690
� LCP 33186-C
Ij
47 .� o
0
� � 1
0
/ I �.9
�I
i
Yarmouth Health Department
F VE
Name Date
SITEE. PLAN
G;3G�'C�GOMCD !
SEP Z 12018
HEALTH DEPT.
q0 r
DANIELA. yes CHERI R
A.
DANIEL OJALA,
O -' ` CIVIL
OJALA Cf'
No. 40980 q No. 46502 •rte
�
�o �P?��,STER�°moi' DATE: SEPTEMBER 4, 2018
,\ , s u R� �v�� �� N n �
Nr�+ Scale: 1"= 20'
✓I 0 10 20 30 40 50 FEET
yam, � A •;�&.�a •.p c
(N OF M,S�t%jN OF
. ti dz' DANIEL
DANIELA���, off 508-362-4541
� ~ti
fax 508-362-9880
fro
OJALA A. downca e.com
!" CIVIL OJALA P
1 6502No. 40930 � 00W-17 CQpe efivf, Qeet//1 f, h7C.
A A
2 9
'c/sTE_°Of_\ . civil engineers
ONAL
wy. land surveyors
DATE DANIEL A. OJALA, P. E., P. L. S. 939 Main Street ( Rte 6A)
YARMOLJTHPORT MA- 02675
rn
a nc%
Cb
c`
/
o
Follins
�o
�� !
Pond
Locu
a
z
oye Tei
o a
�i
a
Knob Hill
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 127 PARCEL 72
ELEVATIONS PRIOR TO INSTALLING ANY 1. DATUM IS NAVD 88
PORTION OF SEPTIC SYSTEM y GARBAGE DISPOSER IS NOT ALLOWED ZONING SUMMARY
I 2. MUNICIPAL WATER IS PROPOSED
1 PROPOSED 3 BEDROOM DWELLING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. ZONING DISTRICT: R-40 DISTRICT
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
- 4. DESIGN LOADING FOR ALL jPROPOSED PRECAST UNITS MIN. LOT SIZE 40,000 S.F.
USE A 330 GPD DESIGN FLOW TO BE AASHO H-10 MIN. LOT FRONTAGE 150'
PROPOSED
PAVED DRIVE
v
I M ( \ TH1 [\ \--/
1. ' PROP E
Q LIN
50.2
'o
52
3a
_ 36
f TH3 _
rt
f 1
I
32.5 - �� - 1009; RESER f 3s
'35
LOT 23
5' REMOV " OF UNSUITABLE SOIL QUIRED
AROUND PERIMETER OF LEACHIN FACILITY, 44,230 S.F.±
DOWN TO SUITABLE SOIL LAY. REPLACE �k
WITH CLEAN MED. SAND, TO EET
SPECIFICATIONS OF 310 C 15.255(3)
BENCHMARK: 5
CEMENT BOUND
=37.0' NAVD88 �Z
01
5. PIPE JOINTS TO BE MADE WATERTIGHT. MIN. FRONT SETBACK 30
SEPTIC TANK: 330 GPD (2) = 660 MIN. SIDE SETBACK 20'
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MIN. REAR SETBACK 20'
USE A 1500 GAL. SEPTIC TANK 310 CMR 15.000 (TITLE 5.) MAX. BUILDING COVERAGE 25%
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO MAX. BUILDING HEIGHT 35'
LEACHING: BE USED FOR LOT LINE STAKING OR ANY OTHER
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD PURPOSE. SITE IS LOCATED WITHIN THE AQUIFER
BOTTOM 25 x 12.83 (.74) = 237 GPD 8. PIPE FOR SEPTIC SYSTEM !TO SCH. 4D-4" PVC. PROTECTION OVERLAY DISTRICT
TOTAL: 472 S.F. 349 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND f
PERMISSION OBTAINED FROM BOARD OF HEALTH. OWNER OF RECORD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233). AND VERIFYING THE KYLE & CHERI REISNER
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES 24 CHURCH STREET
PRIOR TO COMMENCEMENT OF WORK.
WEST DENNIS, MA 02670
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED BENEATH AND 5' AROUND THE PROPOSED
LEACHING FACILITY.
MA
APPROVED DATE BOARD OF HEALTH
I \REFERENncS
s6 CERT #216690
� LCP 33186-C
Ij
47 .� o
0
� � 1
0
/ I �.9
�I
i
Yarmouth Health Department
F VE
Name Date
SITEE. PLAN
G;3G�'C�GOMCD !
SEP Z 12018
HEALTH DEPT.
q0 r
DANIELA. yes CHERI R
A.
DANIEL OJALA,
O -' ` CIVIL
OJALA Cf'
No. 40980 q No. 46502 •rte
�
�o �P?��,STER�°moi' DATE: SEPTEMBER 4, 2018
,\ , s u R� �v�� �� N n �
Nr�+ Scale: 1"= 20'
✓I 0 10 20 30 40 50 FEET
yam, � A •;�&.�a •.p c
(N OF M,S�t%jN OF
. ti dz' DANIEL
DANIELA���, off 508-362-4541
� ~ti
fax 508-362-9880
fro
OJALA A. downca e.com
!" CIVIL OJALA P
1 6502No. 40930 � 00W-17 CQpe efivf, Qeet//1 f, h7C.
A A
2 9
'c/sTE_°Of_\ . civil engineers
ONAL
wy. land surveyors
DATE DANIEL A. OJALA, P. E., P. L. S. 939 Main Street ( Rte 6A)
YARMOLJTHPORT MA- 02675
rn