HomeMy WebLinkAbout133.22 - Site Plan1
ZONING DISTRICT: R40
REQUIRED YARDS:
FRONT YARDS 30'
SIDE YARDS 20'
I a„ 4�0 ay„
PROPOSED STONE
RETAINING WALL
TOP WAIL -17.5
IN ROAD I
=15.5
N /F
DUFVA
ii \� ii•viUiJ { I I -
I)
N /F
E.J. CRONIN
N /F
R.F. COOGAN
■
JOB NO. Y03-03
NOIES Kelly6.dwg
Ellis Cirde
1. LOCUS IS A.M. 133, PARCEL 22.
2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON RM4. NOT TO
3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. SCALE,
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
'I � 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". g q�
8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
C6 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. s
o: 9. DEPTH OF COMPONENTS NOT TO EXCEED 3'. OR VENTING MUST BE PROVIDED.
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE. RTE e�
N/F BENCH MARK --TOP OF MAG. NAIL ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. LOCATION MAP
IN PAVEMENT= 10.62 NGVD29 . 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2- WITH 2" MIN. 1/8 TO 1/2- PEA STONE ON TOP.
5 M.S.ROCKWELL 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
11, 14.7 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. t
12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
STONE RETAINING 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK. AND STONE IN
x /�✓� w DEPTH (inches) ELEV.(feet)
TED BY HEALTH AGENT
WA LEACH AREA, AND DISPOSE OF AS DIREC .
5.7 ` 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
s TEST HOLE DATE: April 10 & 11, 2002 6'
is of W� 16 , TOP FOUNDATION PROPOSED 6.7' ABOVE ROAD PERFORMED BY. R.W. Wilcox, Soil Evaluator
0 22.2 WITNESSED BY. Amy Von Hone & Bruce Murphy
Rid,
' , PERC RATE: <1T/in. (C1-TH1), <7'/'in. (C1-TH2) 25"
Prop. Top Found. SOIL SURVEY(1993): Carver loamy coarse sand 0
FOUNDATION GEOLOGIC MAP(1986): Cape Cod Bay lake deposits »a
DESIGN BY Invert 17.75
f 10.41 , OTHERS Exist. Cost Iron Invert 17.20 62"
Use Gas Baffle LEACH FIELD
Invert 1'8.51 73"
��. . r.7 Proposed
5.4 S=3/8"/ft 9" min. cover ! : 16.9 16.8
" „ . ! Top Pewtone . Top Pewtone I
�g o/ 0.6� .0 Proposed S-3/16 ' /f t S=1 /8 /ft
e e 10.62 9.9 I Invert 17.45 1500 Gal. min.
2 Proposed
i 6" 132"
A layer 10yr 4/4
loamy sand
B layer 10yr 6/8
loamy sand
C1 layer 2.5y 7/4
loamy sand
observed .water
i;
C2 layer 2.5y 6/2
fine sand
16.0
13.9
08
9.9
z.a 10.56 / I 5 0
El. 14.7 i
a
i.z Invert 1.68 Invert 16.45
15.8
�Ooo ZONE c 11� - 6" Stone or CompaCt Proposed Proposed 6, I 4' Bottom TEST HOLE 2
3 �P��OOD z A (-_ 10' -� II•--- 34' N �- 2, I EI.:11.8 DEPTH (inches) ELEV.(feet)
. 7.4 ce 6' 1' of 1.9' USGS AdJustment 0
-�
--- < - 52 -
39 -gPrii 02=usag SDW2
MGN DATA _ 5"
Observed Water=10.8
s
9.4
/ SAS T�,nRc� BEDROOMS 3 23'
NOS
. e GARBAGE_GRINDER:. No :.._ � LEACH AREA -
/ REQUIREQ CAPACITY 330 GPD 344t� B
N /F USE A 00 LONG `BY 19' WIDE BY 6 0
s SEPTIC TANK: 1500 GAL DEEP LEACH BED. USE 3--30' LONG i52"`L
s.6 TOWN OF YARMOUTH BOTTOM LEACHING AREA: 646 SECTIONS OF PERFORATED PIPE SET 6' 82"
9.6 �.. x(34' 19')J APART ON CENTER, PITCHED AT 1/16 -
SIDE
/16"SIDE LEACHING AREA: 0 SF PER FOOT. 'CAP ENDS. BED HAS 2' 108"
f 6.9 14ONE OF STONE ON ENDS AND 3 1/2 STONE
*CRAWL SPACE NOTE: GRADE IN CRAWL SPACE DESIGN CAPACITY: 342 GPD ON SIDES.
TO BE AT EL 17.0. OR ABOVE TOP PEASTONE [(646 SF) X .53 GPD/SF]
OF LEACHING FIELD. WHICHEVER IS HIGHER. 5' REMOVAL
A layer 10yr 4/2
"my .sand
-B layer 10yr1 6/6
loomy sand
C1 layer � 2.5y 6/4
loamy sand
observed voter'''
C2 layer 2.5y 6/2
fine sand
15.8
13.9
9.0
6.8
DO 5' ALL AROUND AND UNDER REMOVAL 132 4.8
DOWN 2'f - TO LOAMY SAND/C1 LAYER. CALL
HEALTH AGENT , TO INSPECT REMOVAL HOLES
6.8 SCALED LOCATION OF FLOOD
ZONE DIFFERS FROM BASE '
// /� IMPERVIOUS BARRIER
4�*,;' F -e land C. �%ie SS � FLOOD ELEVATION
"`4'' PROVIDE IMPERVIOUS BARRIER, AS SHOWN.
�l�C,lvU S� CYGi.� FRESH MARSH
Gh'1,°i'Ci�Gt� 6: een. 41,0,11liae-
Aly
6.0
aran ea.s f 5.z SITE PLAN
9
�ryz: rie � � C'vb�/e c��� FOR
n
THIS PLAN IS A VALID COPY ONLY IF_ IT BEARS
C r AN ORIGINAL RED STAMP AND SIGNATURE. MICHAEL ZONTINI
ffAO n a au n �(
�rPes sHOFMa �tNOFMA,o� LOT 24�, _4�0 ELLIS CIRCLE, YARMOUTHPORT, MA
TH 1 ESTIMATED TEST HOLE LOCATION, NUMBER
W PROPOSED WATER SERVICE
9.5 , 8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
,,-6__ EXISTING CONTOUR
8-- PROPOSED CONTOUR
® EXISTING DRAINAGE CATCH BASIN
while 6 o k trPeS
REV. /26/04 --HOUSE FOOTPRINT, SEPTIC TANK, BUYER'S NAME
REV. 5/14/03 --RETAINING WALLS & GRADES CHANGED FOR OLD KINGS HIGHWAY
ON -