HomeMy WebLinkAbout29.97.4 - Site PlanVENT THROUGH STACK
CRAWLSPACE
FL. ELEV. 8.0'1
AT EL. 13.25'
6.0'
H-20 SEE DETAIL �� ELEV. NO GARBAGE GRINDER ALLOWED
`\ ELEV.
�_6" CRUSHED STONE OR MECHANICAL NEW 2 INLET D'BOX. MATCH EXIST.
PROVIDE CLEANOUT MIN 4' COMPACTION. (15.221 [2]) D'BOX ELEVATIONS TO MAINTAIN
(
SLOPE) DEPTH OF FLOW = FACILITY FLOW TO EXISTING LEACH �J \
TEE SIZES:
INLET DEPTH = 10" ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
OUTLET DEPTH = 14" BUILDING. ALARM TO Bli ON
SEPARATE CIRCUIT FROM PUMP INV. IN 6TTHISSIDE
GARAGE PROPOSED
FOUNDATION- 11' SEPTIC TANKS 55' 2 INLET ALARM ON
PC COMBINATION D' BOX "FLOAT SWI TCH PUMP ON SETTINGS: 3"WORKING RANGE5"BENCHMARK: USE CENTER PUMP OFF 12"
NOTE: FINAL GRADING ON AT
CATCH BASIN AT EL. 10.4' r._. LEAST TWO SIDES OF ANNEX MUST
BE LOWER THAN THE CRAWLSPACE o 000 000
C.I. ACCESS COVERS SYSTEM PROFILE (FOR NEW BEDROOM ANNEX ONLY)
TO FINISH GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST /_ WITHIN 6" OF FIN. GRADE
10.0'
FILE COPY
ASSESSORS MAP 29 PARCEL 97.4
LOCUS IS WITHIN FEMA FLOOD ZONE Al2
EL 12 AS SHOWN ON COMMUNITY PANEL
#250015 0005 D REV. JULY 2, 1992
SEPTIC DESIGN:
RUN PIPE LEVEL
FOR FIRST 2' 1 BEDROOM PROPOSED, USE 1000 GAL.
PROPOSED 1000 TANK/PC COMBINATION.
GALLON SEPTIC /// TO EXISTING LEACHING TRENCH EXIST. 3 BEDROOM DWELLING, RE -USE
5.75' MATCH E ATCH EXIST. 4 BEDROOM SAS
EXIST. XIST.
PUMP CHAMBER COMB. INLET OUTLET
08-107
Ol 3
^I
+1z97
7. satS
P
11.05 NE9COBRIKc.'Sl
D
1.7-F1;.77
CD S I TRENCH
D---
9 72%ownuvm
6.
II
I�
yy
MIN. FRONT SETBACK
I' _884
84 v.
2 INLET D'BOX IN
10 �.'•.
.23/
FF - 13.25'
(125% OK)
�r'
STONE .68
..� PARKING .75
r �-
;u :0. --:
�":-t-1
15.5
i
I
i I
jmT 1
/4.08
3.
6
p ROP DECK
7I I:
x t0
IIS
188'1 TO MILL CEEK
D
14_4CEDGE L
12.
'
I a 1 h-� f, -I EXIST.
C
0 a l 11500
Tr1 LnrN I GAL. ST
Z I
C Lis,
jrlLIJ
Q 1 1 1
I 1
'I
mI
c�
m
4. 1
q 34.6'-
-01
DI
KI
m LOT 4
Z I 47,157 SF±
I
NOTE: 257 GAL RESERVE
PROVIDED IN PC
SLOPE TO DRAIN BACK TO PC
WEEP HOLE
CHECK VALVE
MYERS SRM 4
SUBMERSIBLE 4/10 HP PUMP
SYSTEM (OR EQUAL)
FLOOR ELEVATION (TO MEET FEMA - GAS BAFFLE &
REGULATIONS). FLOOD VENTS TUF-TITE EF -4 6• BAFFLE
i' MUST BE SIZED AS PER EFFLUENT FILTER
., REGULATIONS AND MUST BE WITHIN (OR EQUAL)
+7.7� ;, +8.72 1' of FINISH GRADE. 1000 GAL. H-20 SEPTIC TANK/PUMP CHAMBER COMBINATION
EXISTING (NOT TO SCALE)
�
GARAGE �� BUOYANCY:
_ +8. 6 SLAB=8.0' 1000 GAL. H-20 TANK: 14,500 LBS
(TO BE REMOVED -7.7g>
qg;:,: +6.31
D DRtp 226.59' �_� ____- 1.55 x 62.4 x 9 x 5.25
E COtER = 4526 LBS UP (OK)
-+U.4
9 72%ownuvm
6.
II
I�
yy
MIN. FRONT SETBACK
I' _884
84 v.
2 INLET D'BOX IN
10 �.'•.
.23/
FF - 13.25'
(125% OK)
�r'
STONE .68
..� PARKING .75
6F�ff . D'BOX
;u :0. --:
�":-t-1
15.5
i
I
39,60.:.`-"�9AVP
I
/4.08
53
p ROP DECK
7I I:
x t0
iLPR
188'1 TO MILL CEEK
14_4CEDGE L
12.
HOLLY
g
z
�.9
-
736�I-11
25
}��117
'10.5
X04
14.32
12.98
i1 91
0.93
/ TOWN OF YARMOUTH VARIANCE
/ REO'D: TOP OF FOUNDATION TO
BE 25' BELOW THE HIGH PT. IN
HIGH PT. THE ROAD (4.5' VARIANCE
3.45 N
EDWELIING 6R + 2.1 � 1+ Y
�_ }
DECK +�.43
14.56 13.64 / <a
I00
REO D)
I off 508-362-4541
fax 508-362-9880
downccpe.com
down cope engineering, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
m
AREA
+10.94-1
NOT OWN_._
13.79
FG
�11 �
Ivy _
9 I +1
209.32'
-'I 0.14 + 6g
:07 � +8 75
ED 1(.55
/9.87
+
10.91 +9.
"n
4-7. ,0.89
0&07
DATE
DANIEL A. OJALA, P.L.S.
`w 3.14
f1 _
I
I
O�
I�
6.
II
I�
yy
MIN. FRONT SETBACK
30'
MIN. SIDE SETBACK
-4.15
(YP4
.23/
LOT COVERAGE: 7.1%
(125% OK)
OWNER OF
RECORD
RUTH TRAUGOTT
15.5
i
I
I
/4.08
h j
7I I:
}4.36
n
188'1 TO MILL CEEK
LEGEND
N,0,,n!'h Department
4-7 ROVED
- �a�?=
M PROPOSED SPOT ELEVATION
+4.97 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100 EXISTING CONTOUR
LOCUS MAP
SCALE 1"=2000'±
ZONING SUMMARY
ZONING DISTRICT: R
25 DISTRICT
MIN. LOT SIZE
25,000 S.F.
MIN. FRONT SETBACK
30'
MIN. SIDE SETBACK
15'
MIN. REAR SETBACK
20'
LOT COVERAGE: 7.1%
(125% OK)
OWNER OF
RECORD
RUTH TRAUGOTT
178 BAXTER AVENUE
WEST YARMOUTH
REFERENCES
DEED BOOK 18990 PAGE 345
PLAN BOOK 512 PAGE 76 (LOT 4)
NOTES
1. DATUM: NGVD
2. FOUNDATION (DESIGN BY OTHERS) TO BE IN
ACCORDANCE WITH FEMA FLOOD REGULATIONS
3. ALL FINAL GRADING TO BE IN ACCORDANCE WITH
FEMA FLOOD REGULATIONS
4. EXISTING SEPTIC SYSTEM SHOWN PER AS -BUILT
ON FILE AT THE HEALTH DEPT. SYSTEM IS
DESIGNED BASED ON 4 BEDROOMS AS PER
PLAN BY HEA CONSULTING ENGINEERS, DATED
JUNE 6, 1997.
5. EXISTING DWELLING IS 3 BEDROOMS; PROPOSED
ANNEX TO BE 1 BEDROOM.
6. WATERLINE PROPOSED FROM EXISTING DWELLING.
MUST BE GREATER THAN 10' FROM SEPTIC
COMPONENTS.
7. PROVIDE DRYWELLS FOR ROOF RUN-OFF.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE 1-888-344-7233) AND
VERIFYING THE LO AT10N OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
SITE PLAN
OF
178 BAXTER AVENUE
WEST YARMOUTH
PREPARED FOR
RUTH TRAUGOTT
SEPTEMBER 3, 2008
REV NOV. 6, 2008 (EFFLUENT FILTER)
Scale:1 "= 20'
L�C�Cr-G1�,"G�D
2008
HEALT
DEPT.
0 10 20 30 40 50 FEET
FILE a0"PY