HomeMy WebLinkAbout25 Shore Side Drive - Site Plan 2LEGEND
170TO-1 PROPCSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
1C0 PROPOSED CONTOUR
o-
- 100 - EXISTING CONTOUR
02-225 -- - -
SEPTIC DESIGN: (GARBAGE DISPose,; Is__BO_T__A O� WFD )
DESIGN FLOW: 4- BEDROOMS (1.0 GPD) = 440 GPD
USE A 440 GPO DESIGN FLOW
SEPTIC TANK: 440 GPD ( 2) 880
USE A 1500 GALLON SEPTIC 'TANK
LEACHING:
SIDES: 2(45 + 121 (58) 74)__= 48.9
BOTTOM: 45 x 12 (.74)- = 399.6
TOTAL: 606 S. F. -48,5 GPD
USE 45' x 12' LEACH FIELD OF 2 ROWS EACH OF 6
STANDARD INFILTRATORS EACH, %i,1 2' STONE AT SIDES,
2.3' BETWEEN ROWS AND 3.75' ; ENDS
i
TOP FNDNAT EL. 12.0' MIN SYSTD-:-)R[IFIL.E
/r- ACCESS COVER TO WITHIN 6" OF FIN. GRADE (N01 IO s.CALE)
ACCESS CO'/ER (WATERTIGHT) TO
t MINIMUM .75'OF COVER OVER PRECAST WITHIN !" OF FIN. GRADE
27 SLOPE REQUIRED OVER SYSTEM 9 7S
9.60' j� RUN >IPE LEVEL
PRQPOSED 1900 FOR TRST 2' 2" DOUBLE WASHED PEASTONE 0.75' min cover
9,15' GALLON SEPTIC 8.90' // 9.0'
TANK (H- lO ) GAS
�' .. 8.65'
BAFFLE .-_82J lOOOO -_
0 8.58' o
( 2 % SLOPE) �6" CRUSHED STONE OR MECHANICAL 0..58' _ ��..po
COMPACTION. (15.221 {21)9' 000'$$ 8.0'
DEPTH OF FLOW = 4
TEE SIZES:( --!-% SLOPE) (1-7 SL �,'PE,
INLET DEPTH = 10" "
OUTLET DEPTH = 14"
3/4 TO 1 1/2 DOUBLE WASHED SONE
FOUNDATION- 22 SEPTIC TANK -- 5' D' BOX 9' LEACHINI I 5'
FACILITY
P''ARD OF HEALTH
i
APPROVED DATE MA
NOTE: DWELLING FOOTINGS M;ST BE MIN, 2' ABOVE USE ADJUSTED 'VATER AT ELEV, 3.0'
ADJUSTED GROUNDWATER ELF'-ATION (I.E. BASE OF (TIDALLY INFLUENCED)
FOOTING TO BE AT MINIMUM ILEVATION OF 50')
FLOODZONE FOUNDATION DESUN BY OTHERS
PROPO::D ROCK RETAINING WALL, TOP AT
ELEVAT',iV 9.0'. PROVIDE 40 MIL LINER ALONG
INTERIC, WALL, TOP AT ELEVATION 9.0', BOTTOM
AT ELE"ATION 5.0'
71
/mak 7•e �-- 5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
DOrN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND.
SIV
E '
- �
44 �
000
r •`
3y1
LNCH MARK TOP OF CONC. i W ' S\ \ o�
i OUND. ELEV. _' 8 3 (NGVD)
9.3
} 825\3M�Nl �' \ ' /- POn' o .I OF NEW �9 %I` 9.0 _r 9.9 9.8
7,,• 1 . / FOUND lON TO
BE S", G
0
�0. 6�G
V LOT 8 \
+ 9.0 24,4791 SO. FT. PREP
g6PGN
0? - ti
EXISTING DWELLING "(, TCHED AREA) \ E�\5� x� 10.
\ a /
TO BE RAZED AND W 9RIS REMOVED - -
TO AN APPROVED SI,'
12„q�.3
,,
GRPSc
+ 8.8 \ / RSPGN + 1 1
\ 7
PROP. BOARDWALKA ZL40 / - 54
\� i Y outx N6 PA7N
EXIST. .'TELL. 9. x�x PREP / j �: / LANDING / STAIRS
��I 1
P� PDX/,1/
/OG�L X
x/ p JNA PREP
i-�Xj � 8 G� GRPSS
EP
eEPG i.7
P�
LANDING / STAIRS Slo&lD
/ N
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,. EV8.6'
TEST HOLE.LCG'S
ENGINEER: AH OJALA, PE
DATE: 5/7/03
FILL
_ < 2 MIN/INCH
25"
CLASS I
SOILS
P)
ii
TO COMMENCEMENT OF WORK.
TLEV.
LS
31"
10YR 3/3
IN THE TOWN OF:
I
6
FILL
PREPARED FOR: FRANCIS POLITO
LS
20 0 20 40 0
38"
1OYR 4/6
5.4'
r
f
MS j
MS
1OYR 7/1
84"
OBS W/.TER
1.3'
S9"
2.5Y 7/3 -
1.18
TEST HOLE.LCG'S
ENGINEER: AH OJALA, PE
DATE: 5/7/03
PERC. RATE
_ < 2 MIN/INCH
-_
CLASS I
SOILS
P)
I
TO COMMENCEMENT OF WORK.
TLEV.
TITLE S SITE PLAN
OF 25 SHORE SIDE DRIVE
0"
IN THE TOWN OF:
I
(SOUTH) YARMOUTH
FILL
PREPARED FOR: FRANCIS POLITO
16"
20 0 20 40 0
SCALE: 1" = 20' DATE: MAY 7, 2003
E
f
MS j
18"
1OYR 7/1
ARNE \
B
.._
A
LS
H. OJALA, ' :E., P.L.S. DA TF
32"
7.5YR 5/E
5.8'
C
_.J
MS
2.5Y 6/0
76" 1
QBS WATER
2.2'
90
1.0'
ASSESSORS MAP 26 PARCEL 142 -
ZONING DISTRICT: R25
YARD SETBACKS:
FRONT = 30' c
SIDE = 15'
REAR = 20'
PLAN REF. - LCP 21122A
i
FLOOD ZONE:
'x/13 EL: 16„ V9 EL: '14 -'AND A9 EI, 10-"(`HOl,,+SE 'ir I -N j
FLQODZONE A9 EL. 10) ...'^
LOT COVERAGE: DECK AND DWELL. = 18%
I
I
NOTES:
_I
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. `I
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LO'- LINE STAWNG.
8. PINE FOR SEPTIC SYSTEM TO SCh. 40-4" PvC. I
9. COMPONENTS NOT TO BE BACK
FILLED OR CONCEALED WITHOUT
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
I
TO COMMENCEMENT OF WORK.
i
TITLE S SITE PLAN
OF 25 SHORE SIDE DRIVE
I
IN THE TOWN OF:
I
(SOUTH) YARMOUTH
-j
PREPARED FOR: FRANCIS POLITO
_I
20 0 20 40 0
SCALE: 1" = 20' DATE: MAY 7, 2003
tT/ Ii OF ��_
�y\EA q N OF ya,i I
ARNE \
civil GALA c1
o. 30792 " 48
.._
A
H. OJALA, ' :E., P.L.S. DA TF
-
�I
.i
_.J
oft 508-362-4541
lox 508 362-9880
1
down capeTineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 Main St. yarrlouth, ma 02675