HomeMy WebLinkAboutsite planFGFND ii SYSTEM PROFILE
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
\ TOP FOUND. EL 12.1
10.5'J MINIMUM J5' OF COVER OVER PRECAST 2% SLOPE REQUIRE
NOTE: 2" MIN. WALL
PRECAST H-to THICKNESS REQUIRED
RISERS (TYP.)
2'0 4"OSCH40 PVC
PIPES LEVEL 1 ST 2'
*9.0'
a 8.45' TEE 1500 GAL H-10 0.
T E y:
8.20 '
SEPTIC TANK WATERTEST D'BOX
4' LIQ. LEVEL *8.O ',-° oO°0-e'-0
SLAB EL 7.1 ACME OR EQUAL GAS BAFFLE :.: �?0000000' ?, FOR LEVELNESS
V.I.F. REPLACE EXISTING
D BOX IF
,.. - ':, .......:•.:...:.,.... ;: ..<•. REQUIRED MATCH
J°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° EXISTING GRADES
0°0°°°°°°°°°°°°°0°O°°°0°°°O°O°O°O°O°O°O°O°O°O
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
SYSTEM DESIGN: (5 % SLOPE) (1 % SLOPE)
GARBAGE DISPOSER IS NOT ALLOWED EXISTING
FOUNDATION 11 SEPTIC TANK 17' D' BOX EXISTING
EXISTING 4 BEDROOM DWELLING
PROPOSED 4 BEDROOM DWELLING *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
DESIGN FLOW: 4 BEDROOMS 0 110 GPD = 440 GPD PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880
USE A 1500 GAL. SEPTIC TANK
USE EXISTING 4 BEDROOM LEACHING FIELD INSTALLED 4-16-2013 S TREE
IVER
R
APPROVED DATE BOARD OF HEALTH MA ,�• x
ox
3.60 �� w
°$ 0
O� ROOF LOT AR
DRYWELL 26,384 S.
(TYP.)
PROP. RETAINING WALL 10-
(DESIGN BY OTHERS) [9]
N
AP ROX HSE 00 PORCH 0
L C. PE GIS ,
MA G
a PROPOSED DWELLING 0 1
1 R ER ST S O
AP 34 PARCEL 293 vr,� ECG
OTTMAR DANNER CM
DB 7583 PG 27
� 1' 19" � m i •� pro /�j/�
N83, 3 I y
r�( PROPOED
SLAB 1 Q.1
x
3
d,.
O
3
PROPOS
3 o RAVEL DRIV
Lo
d M '� 61 en
o
V Z
o �
00
PPROX. SE LO . RAID
ER GIS APPIN GARDE a
a M P 34 P RCEL 294 N ti85 $2
USTIN I UIER TRS MAP 34 PARCEL 29
B 31 PG 136 JOSEPH GILMORE
CERT 225924
#150 SOU T STRE
S.F
JDCE #23-22
D OVER SYSTEM 9.O'
USE EXISTING
SAS SEE 2013 PLANS
00000000000°0°0°o°o°c
o°o°o°o°o°o°o°o°o°o°<
o°0°0°0°0°0°0°0°0°0°<
o000000°0°0°0°0000 01,
00000000000Mo0o0o0c
EXISTING
LEACHING
FACILITY
�0
(0'
7
EA
/
8 /
0
RIVER S
PARCEL 291 /
CULLOUGH
22475
� C
NOTES
1. DATUM IS NAVD88
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-10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
10 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
LOCUS MAP
LOCATION OF ALL UNDERGROUND & OVERHEAD U11LIlIES
PRIOR TO COMMENCEMENT OF WORK.
SCALE 1 "=2000'f
11. FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS.
ASSESSORS MAP 34 PARCEL 292.1
12. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO
DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES.
LOCUS IS WITHIN FEMA FLOOD ZONE
AE (EL 11)
AS SHOWN ON COMMUNITY PANEL
#25001CO589J
13. EXISTING SEPTIC LOCATION PER TIE -CARD ON FILE
DATED 7 16 2014
WITH TOWN.
PROPOSED DWELLING IS WITHIN AE
(EL 11)
DESIGN FLOOD ELEVATION 12.0
ZONING SUMMARY
ZONING DISTRICT: RS-40 RESIDENTIAL DISTRICT
REQUIRED: EXISTING:
PROPOSED:
MIN. LOT SIZE
40,000 S.F. 26,384 S.F.
26,384 S.F.
MIN. LOT FRONTAGE
150' 123.6'
123.6'
MIN. FRONT SETBACK
30' 91.6'
51.5'
MIN. SIDE SETBACK
20' 48.6'
31.0'
MIN. REAR SETBACK
20' 39.4'
42.5'
MAX. BUILDING COVERAGE 25% 6.4%
10.8%
MAX. BUILDING HEIGHT 35'
%0E, ' 7"1 T E rr �71 L A- N
OF
#179 RIVER STREET
SOUTH YARMOUTH, MA_
PREPED FOR
JOSEPH
DATE: OCTOBER 3, 2023
Scale: 1 "= 20'
o Fs0 10 20 30 40 50 FEET
off 508-362-4541
D fl n <� '; r:, �` fax 508-362-9880
, t t c e e i e �i i
�A`� NO
�.>�� f down ap ng n e a #7
Fs�='T /�' �slka .� Civil engineers
,,.., land surveyors
z,7 y
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
DATE DANIEL A. OJALA, P.E., L.S.
DRAFTED BY: CJF
CHECKED BY: