HomeMy WebLinkAbout25 Shore Side Drive - Site PlanLEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100 - EXISTING CONTOUR
TOP FNDN AT EL. 12.0' MIN SYSTE l PROFILE
- , ���'''""" ACCESS COVER TO WITHIN 6" OF FIN. GRADE (N T TO SCALE) -
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) / ACCEtS COVER (WATERTIGHT) TO
DESIGN FLOW:_ BEDROOMS (1 10 GPD) = 440 GPD ` MINIMUM .75' OF COVER OVER PRECAST wITHIr 6" OF FIN, GRADE 2g SLOPE REQUIRED OVER SYSTEM
USE A 440 GPU DESIGN FLOW
1 ' RUJ PIPE LEVEL
SEPTIC TANK: 440 GPD ( 2 ? 880 6p' %F0: FIRST 2' . 2" DOUBLE WASHED PEASTONE 0,75' min cover
1500 PROPOSED 1500 //
USE A ____ GALLON SEPTIC TANK 9.0'
9 15' GALLON SEPTIC 8 90'
LEACHING: TANK (H- 10) GAS 8,65'_
2 45 + 12) (.58 (.74''
SIDES: ( �_= 48.9 BAFFLE 8.82' �� 8.58'
BOTTOM: 45 x 12 (.74) = 399.6 ( 2 % SLOPE) \__6" CRUSHED STONE OR MECHANICAL$ 0O 8 0
TOTAL: 606 S. F, 448.5 GPD DEPTH OF FLOW = 4' COMPACTION. (15.221 (23) 1
(_Y SLOPE) (_X ;LOPE)
USE 45' x 12' LEACH FIELD OF I2_ ROWS EACH OF 6 TEE SIZES:
10 3/4" TO 1 1/2 -DOUBLE WASHED STONE
STANDARD INFILTRATORS EACH, WITH 2' STONE AT SIDES, INLET DEPTH =
2.3' BETWEEN ROWS AND 3.75' AT ENDS ouTLET DEPTH = 14"
FOUNDATION- 22' - SEPTIC TANK 5' --- D' BOX 9' LEACHING 5'
FACILITY
BOARD OF HEALTH
APPROVED DATE MA
USE ADJUSTED WATER AT ELEV. 3.0'
NOTE: DWELLING FOOTINGS !UST CF -MIN 2' ABOVE
ADJUSTED GROUNDWATER L -ENATION `(I.E. BASE OF ., •..,(TIDALLY INFLUENCED)
FOOTING TO BE AT MINIMU'•" ELEVATION OF 5.0'}
FLOODZONE FOUNDATION D:SIGN BY OTHERS
Pr -OP. ROCK RETAINING WALL, TOP AT EL. 9.0'. PROVIDE 40 MIL
LITER ALONG INTERIOR OF WALL TOP AT EL. 9.0', BOTTOM AT
EI SA'
-1 5' REMOVAL OF UNSUITABLE SOIL REQUIRED
G 7.4 AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
�S' WITH CLEAN MED. SAND.
6 /A`
oO
l
1� 0 ,
S o r ;
S Og� �i:OpO o.
T
BENCH MARK - TOP OF CONC.
BOUND. ELEV. = 8.3 (NGVD} ��� oS� \� ���� F./RT;ON OF NEW
7. g'
O+ 8.2 �- i \ F ,UNDATION TO
�i h'7 =^Li. SLAB
f
OT 8
24,4791
SQ. FT.
y I
9.4
EXISTING DWELLING (HATCHED AREA) \ A FF
TO BE RAZED AND DEBRIS DISPOSED
OF AT AN APPROVED SITE
\ + 8.0
EX!ST. DWELL,
q�
P� A *
OF �x� PRF"A
f.�Xi� GRASS
9.3
+ 9.8
xt FEC\Gj��
ARSA
GRAc,S
O�AC,Y\
\ i 1 PROPOSED WOOD ELEVATED 5.6
BOARDWALK OVER EXIST, PATH
EXIST. LANDING/STAIRS
96
1 J.4
BASS ARBA i ` I i�
OEPG\� G 1 7 a /' .3
0
1'10
do
N EXIST. LANDING/STAIRS o /
FLOODZONE V9 EL. 14
so
TEST HOLE LOGS
ENGINEER: TED DUMAS, RS
WITNESS: COLLEEN PELLEY
DATE: 4/24/99
PERC. RATE ,_ < 2 MIN/INCH
CLASS I SOILS P#
ELEV.
0" Q 8.6.
FILL
25"
A
LS
31" 10YR 3/3
8
LS
38" 10YR 4/6 5.4'
C
MS
84" DBS WATER 1.3'
;9=-2.5Y 7/3 1.18'
TEST HOLE
1-063S
ENGINEER:
AH OJALA, PE
DATE: 5/7/03
PERC. RATE
_ < 2 MIN/INCH-
CLASS I
SOILS
P# _.
ELEV.
IUD
p"
8.5'
FILL
16"
E
MS
18"
10YR 7/1
i
6
I
LS
32'
7.5YR 5/6
5 8,
C
MS
2.5Y 6/6
76"
OBS WATER
2.2
90"
1.0`
AFT RD.
W �
3
to
SHORE SIDE OR
LOCUS
LOCATION MAP NTS
I
ASSESSORS MAP 26 PARCEL 142
ZONING DISTRICT: R25
YARD SETBACKS:
FRONT = 30'
SCE = 15'
REAR = 20'
PLAN REF. - LCP 21122A
FLOOD ZONE:
V15 EL. 16, V9 EL. 14 AND A9 EL. 10 (HOUSE IS IN
FLOODZONE A) EL. 10)
,J
LOT COVERAGE: DECK AND DWELL. = 18%
.i
NOTES:
1 • DATUM IS NGVD
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT,
4, DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10.
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
U. F'it'L 1 .moi\ JLC 11. JIJCfvi IJ J\.••. ^i l/'-Oi ,YV, ,
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT a
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR r
TO COMMENCEMENT OF WORK.
TITLE S SITE PLAN
OF -�
25 SHORE SIDE DRIVE
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: FIRAN POLITO
20 0 20 40 60
SCALE: i" = 20' DATE: MAY 7, 2003
ARNE H,�G�, ^rpt rL\N OF &j '
ARrE
WVILLA t•, /� H _1v.
r
N 30792 346 AXZ 3
LFA JALA, o «� ^ DATE
off 308-3624541
Ifm 508 362880 9
down cape engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st, yarmouth, ma 02675