HomeMy WebLinkAboutEngineered Plan - Rev. 2017LEGEND
as -
EXISTING CUNTUUK
X 99.1
EXIST. SPOT ELEV.
-[99]-
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
TEST HOLE
2�
SLOPE OF GROUND
/SLAND RD
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: AMY VON HONE, RS
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
330 GPD / (.74) = 446 SF REQUIRED
15' X 30' = 450 SF OK
450 SF X .74 = 333 GPD OK
USE A 15' X 30' PIPE AND STONE LEACHING FIELD
SYSTEM PROFILE
(NOT TO SCALE)
PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
1� uuuw »�cnr nnvrn Hurn nr.r.. •..�•
PRECAST H-10
RISERS �') 4"OSCH40 PVC /
6" MIN. SUMP PIPES LEVEL 1 ST 2'
' •�"'�' 12" MIN. INT. DIM.
*
:. 13.34' 10" 1500 GAL H-10 14" '
`Y' 12.99' " TEE SEPTIC TANK TEE;
12.74 °°°°°°°°,°°° WATERTEST D'BOX ,
GAS BAFFLE °Oo°o°°o°°o°c4 FOR LEVELNESS 12.52,
0„0_�
4' LIQ: LEVEL (ACME OR EQUAL) . 12.72' 12.55'
J°O O O O O O O O O O O O O O O O O O O O Off'(.
• x 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
000;0;0
0 0 0 0002000 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0
X00?°0°00°0°„°,,°,,OO00000°000p0"0�00000000000.
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2])
NOTES
1. DATUM IS NGVD29 (SUBRACT 1' FOR NAVD88)
MARK CORNERS OF 2. MUNICIPAL WATER IS AVAILABLE
LEACHING FIELD W/ PROVIDE INSPECTION PORTS TO
REBAR SET 4" BELOW WITHIN 3" OF FINISH GRADE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
GRADE
FILTER FABRIC 2q SLOPE \ 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TOP 12.87'TO BE AASHO H -M
14-15 FINISHED GRADE- 4" LOAM & SEED OR PAVE AS REQ.
O 5. PIPE JOINTS TO BE MADE WATERTIGHT.
it 1 111111411 11111 111 ir-TTTTTTT=
CLEAN FILL 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
4" PERFORATED PVC 3' D. $-0,005 0 310 CMR 15.000 (TITLE 5.)
0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
3/4"-1-1/2" DOUBLE WASHED oBE USED FOR LOT LINE STAKING OR ANY OTHER
8" STONE LEACHING FIELD
77 -DEPTH MIN BELOW INV.
0 12 35' PURPOSE.
LEVEL BOTTOM o
(_L.5% SLOPE) ( 1 SLOPE) (-L-% SLOPE)
FOUNDATION 14 2' D' BOX 5 ' LEACHING
SEPTIC TANK FACILITY
MA *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
APPROVED DATE BOARD OF HEALTH UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
DATE: 3/10/2016 cam, O
PERC. RATE= < 2 MIN/INCH
O
CLASS 1 SOILS
7
ELEV.
0°°
FILL
3200
A
LS
10YR 3/2
43" 9.9'
B
•Ogg G
LS
9.2
52" 8
10YR 5/ � Aq�sT
/ �7,
PERC
C
MS
// � / �• � tic.. A���
iq pc�jV PAVEMENT . TO BUILDING
/
coN \ TH1 \'
G -W ADJ. DATA:
WELL: MIW 29-
1OYR ZONE 7/ 8 • q
ADJ: 1.1' o/
120» 3.5
�, � / `\ OHE
RED AT 93 ELEV. 5.75 / `' OHE ---
GROUNDWATER ENCOUNTERED . _ / ; I \ _ \�� \ .�� �{ OHF nP P.-
:'.�i ,,N Iv: .I c!I... :., rr yr:i.. ::I:: r'rrllrr I•I:.,, rn'il:p
t P I N
+ I
J" ,I
•� Ir
b I.
I
k I
I I I I
rNk w
i I I uN I
f r N
�I
NI.
Scale: 1"= 20'
0 10 20 30 40 50 FEET
DCE ## 16-060
30.0'
11.85'
5.0' -I
ADJUSTED GROUNDWATER 6.85'
G -W ADJ. DATA:
WELL: MIW 29
ZONE: A
ADJ: 1.1'
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 AROUND THE PROPOSED
LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
13. PERMISSION FOR USE OF BEATRICE WAY TO BE
OBTAINED PRIOR TO BUILDING PERMIT ISSUANCE.
I
ASSESSORS MAP 37 PARCEL 63
LOCUS IS WITHIN FEMA FLOOD ZONE X (0.2
PCT ANNUAL CHANCE FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001CO569J
DATED 7/16/2014
OWNER OF RECORD
GAIL CAMPANELLI
25 MID TECH DRIVE, SUITE C
WEST YARMOUTH, MA 02673
REFERENCES
DEED BOOK 28950 PAGE 97
PLAN BOOK 237 PG 17, PB 503 PAGE 58
O PB 649 PG 63
*49
O
ZONING SUMMARY
7- IN
IN \ ZONING DISTRICT: B-2 BUSINESS DISTRICT
1 \ \ REQUIRED: EXISTING: PROPOSED:
� MIN. LOT SIZE 20,000 S.F. 8,235 S.F. 8,235 S.F.
♦ ��� O / MIN. LOT FRONTAGE 125' 290' 290'
\ \ MIN. LOT WIDTH 125' 80' 80'
MIN. FRONT (RT 28) SETBACK 30' 44' 42.8'
MIN. FRONT (KENS) SETBACK 30' 20.5' 20.6'
CURB CUTS T \
BE CLOSED MIN. FRONT (BEATRICE) SETBACK 30' 7f1' 8.5'
\ Zj, = MAX. BUILDING HEIGHT 35'0 3.1
t MIN. SIDE SETBACK 25
NEW GRANITE / � ,� � � � � - -
CURB AND V
SIDEWALK ON SITE IS WITHIN THE HOTEL/MOTEL OVERLAY
RT. 28 TO
�DISTRICT 1
MATCH EXISTING / w�17] 7, .6SS�
SITE IS NOT LOCATED WITHIN A STATE
ZONE II WATER PROTECTION DISTRICT
ALL UTILITIES ARE EXISTING ON ROUTE 28
I / / O ' NEW WATER
/ METER PIT AT \
�
EXISTING
`�CURB
Ir
PROPOSED
COND11`10NS
Scale:1 "= 20'
0 10 20 30 40 50 FEET
DANIEL
A.
OJALA
No.40980
DANIEL A.
OJALA
CIVIL
No.46502
P`01S.05
OHE -
Yarmouth HHezlth Department
DPyFID
/-,z Date
rN.,lu,u'. 7
SITE PLA
OF
#237
ROUTE
•
WEST YARMOUTH. MA
PREPARED FOR
GAIL CAMPANELLI
DATE: JUNE 22, 2016
REV: AUGUST 4, 2016 (GRADING)
REV. 2-4-17 (WATER SERVICE, BERM PER ZBA)
REV. 3-20-17 (SIDE SETBACK)
Scale: 1"= 20'
0 10 20 30 40
50 FEET
off 508-362-4541
I fax 508-362-9880
downcape.com
SOWN 00d eWinf, int.
civil engineers
land surveyors
939 M St t ( Rt 6A)
•.,.,.. �,.�r� a�n ree e
3-20- 2017 YARMOU THPOR T MA 02675
DANIEL A. OJALA, P.E., yL.S. DATE
16-060
I ,
44j N
co 0
Q
/SLAND RD
mQ
L 0
CUS�,�
MILL �Q
CREEK
LOCUS
MAP
SCALE 1"=
1000'
ASSESSORS MAP 37 PARCEL 63
LOCUS IS WITHIN FEMA FLOOD ZONE X (0.2
PCT ANNUAL CHANCE FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001CO569J
DATED 7/16/2014
OWNER OF RECORD
GAIL CAMPANELLI
25 MID TECH DRIVE, SUITE C
WEST YARMOUTH, MA 02673
REFERENCES
DEED BOOK 28950 PAGE 97
PLAN BOOK 237 PG 17, PB 503 PAGE 58
O PB 649 PG 63
*49
O
ZONING SUMMARY
7- IN
IN \ ZONING DISTRICT: B-2 BUSINESS DISTRICT
1 \ \ REQUIRED: EXISTING: PROPOSED:
� MIN. LOT SIZE 20,000 S.F. 8,235 S.F. 8,235 S.F.
♦ ��� O / MIN. LOT FRONTAGE 125' 290' 290'
\ \ MIN. LOT WIDTH 125' 80' 80'
MIN. FRONT (RT 28) SETBACK 30' 44' 42.8'
MIN. FRONT (KENS) SETBACK 30' 20.5' 20.6'
CURB CUTS T \
BE CLOSED MIN. FRONT (BEATRICE) SETBACK 30' 7f1' 8.5'
\ Zj, = MAX. BUILDING HEIGHT 35'0 3.1
t MIN. SIDE SETBACK 25
NEW GRANITE / � ,� � � � � - -
CURB AND V
SIDEWALK ON SITE IS WITHIN THE HOTEL/MOTEL OVERLAY
RT. 28 TO
�DISTRICT 1
MATCH EXISTING / w�17] 7, .6SS�
SITE IS NOT LOCATED WITHIN A STATE
ZONE II WATER PROTECTION DISTRICT
ALL UTILITIES ARE EXISTING ON ROUTE 28
I / / O ' NEW WATER
/ METER PIT AT \
�
EXISTING
`�CURB
Ir
PROPOSED
COND11`10NS
Scale:1 "= 20'
0 10 20 30 40 50 FEET
DANIEL
A.
OJALA
No.40980
DANIEL A.
OJALA
CIVIL
No.46502
P`01S.05
OHE -
Yarmouth HHezlth Department
DPyFID
/-,z Date
rN.,lu,u'. 7
SITE PLA
OF
#237
ROUTE
•
WEST YARMOUTH. MA
PREPARED FOR
GAIL CAMPANELLI
DATE: JUNE 22, 2016
REV: AUGUST 4, 2016 (GRADING)
REV. 2-4-17 (WATER SERVICE, BERM PER ZBA)
REV. 3-20-17 (SIDE SETBACK)
Scale: 1"= 20'
0 10 20 30 40
50 FEET
off 508-362-4541
I fax 508-362-9880
downcape.com
SOWN 00d eWinf, int.
civil engineers
land surveyors
939 M St t ( Rt 6A)
•.,.,.. �,.�r� a�n ree e
3-20- 2017 YARMOU THPOR T MA 02675
DANIEL A. OJALA, P.E., yL.S. DATE
16-060
I ,