HomeMy WebLinkAboutrevised site plan 10.23.2023LEGEND
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-[99]---
PROPOSED CONTOUR
[98.4]
PROPOSED SPOT EL.
TEST HOLE
SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
NOTE. NOT ALL SYMBOLS MAY APPEAR IN DRAWING
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 4 BEDROOM DWELLING
PROPOSED 4 BEDROOM DWELLING
DESIGN FLOW: 4 BEDROOMS �� 11O GPD = 4�O {�PD
-- _ '
USE A 440GPD DESIGN FLOW
SEPTIC TANK: 440 GPD /2\ = 880
USE A 150O GAL. SEPTIC TANK
__
USE EXISTING 4 BEDROOM LEACHING REU}
INSTALLED 4-16-2013
APPROVED DATE
--- -I MA
BOARD OF HEALTH
���^�"����Q��� � PROFILE
��� � �� N D��U��U
~ (NOT TO SCALE)PROV|DE �!N. 2O D�W. WATERTIGHT
ACCESS COVERS TO WITHIN 8~ OF RN. GRADE
12-1
MINIMUM .7JOIF COVER OVER PRECAST
NOTE: 2" MIN. WALL
PRECAST H-10 THICKNESS REQUIRED
RISERS (TYP.)
F. -1 PIPES LEVEL 1ST 2'
=7pc
1500 GAL H- TEE
8.4�:/ TEE SEPTIC TANK 10 \8.20'
0, D± �800�0000c. W�ATERTEST D'BOX
0.8.50
GAS BAFFLE 000 ,000000,0 FOR LEVELNESS
ACME OR EQUAL
REPLACE EXISTING
D BOX IF
00. REQUIRED MATCH
6" CRUSHED STONE OR MECHANICAL
2% SLOPE REQUIRED OVER SYSTEM
5 �
SLOPE) (+__1_..SLOPE)
EXISTING
FOUND/T|C)N--' 11` ---- SEPTIC TANK ------ 17' ------- D` BOX EXISTING
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
USE EXISTING
SAS SEE 2013 PLANS
1- 00000
000-0-00000-0000
ADJUSTED GROUNDWATER EL 2.5±
EXISTING
LEACHING
FACILITY
�
S TREE
131VER
IN
LOT AREA
PROP. RETAINING WALL YWELL
(DESIGN BY OTHERS) (TYP.)
cr
SAVE EXIS-17ING TREE
.151
PROPOSED DWELLING 10.7'
331,
RAIN �4-51
GARDEN
16
/
P HSE
C PER GIS
MAPPING /
/
/(
�
»
MAP \,3�1, PARCEL 291
o
BENCHMARK:
CEMENT BOUND
�=5.0/NAVD88 i
o
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-Ll
5. PIPE JOINTS TO BE MADE WATERTIGHT.
G' 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.
R. COMPONENTS NOT TO BE 8ACKF|LLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
0Q8AFE (1-888- AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
11' FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS.
12. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO
DRYlN[LLS OR ROOF DRIP LINES TO STONE TRENCHES.
13. EXISTING SEPTIC LOCATION PER TIE -CARD ON FILE
WITH TOWN.
LOCUS
MAP
�
SCALE 1°=2000±
ASSESSORS MAP 34 PARCEL 282.1
LOCUS IS WITHIN FEk4A FLOOD ZONE AE EL 11
AS SHOWN ON COMMUNITY PANEL #25001CO589J
DATED 7h8/2014
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.
28,384 S.F.
28,384 S.F.
K4|N'
LOT FRONTAGE
150^
123.6^
123.8^
MIN.
FRONT SETBACK
30`
81.8^
51.5`
K4|N'
EDOE 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`
31`±
RAIN GARDEN PLANTING SCHEDULE
SYMBOL
PLANTINAME
SIZE
ILEX VER77CILLA TA
OR
OF
#179 RIVER STREET
SOUTH YARMOUTH, MA -
PREPARED FOR
JOSEPH GILMOR
DATE: OCTOBER 3, 2023
�JPJ` O�T����� �� �O��
.`^-'- __.___. __, _-__
Scale: 1"=2n`
DANIEL
O lO 20 30 40 50 FEET
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engineers
landsurveyors
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--
939 Moin Street (
Rte 6A)
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� yARNOUTfPORT
MA 02675
DRAFTED BY: CJF
CHECKED BY: DAO