HomeMy WebLinkAboutSite plan 448 Weir Road 3/29/99N/F
SCHWEITZER
Stake &
Tack
Found
N/1F
GREW
7.4 )(%, WATER EL. IN DITCH= .9
,/� 3/5/ems THE LOCUS IS IN AN R-40 ZONING
N✓ ' DISTRICT, AND APPEARS TO BE
L ,I � �YAR1M, CONSERVATION SIR. SUBJECT TO CONSTRUI T10N YARDS OF:
-\cY, , / ,.� 3.0 ,ii f ? 5-5 FRONT YARD 3(7
" soh 0 be i " T7 SIDE YARD 20
;_.� ZONE i ," &0 REAR YARD 20'
.4 GE Od1 ACTUAL ZONN114G DETERMINATIONS
MUST
. 9 , ` Wk P BE MADE BY TOWN ZONI:ING OI FICAL.
6.0 N
10 6.3
"11.7 73 S
9/ 0' 17.6
ox8.4 9e
20-4
00,
8.9
11
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15.7 � 5.3 22.6
16
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14. 12.4 24
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26 f
v
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Remains �-
old Foundation
Con c.
Bound
found
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.1 24
" 19.8 2p? 3 8
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T; TAL AREA �4�3440fS.F. 19.7 �5.5
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kmo
<9 13.4 r/
I8 .5 /"12 7- 121 L
12.5
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12. 9.6
\ 22.2 0-31" 1i3.5
0�" 8 11.�1.
1 13.1 'Phone Box
� 1
• 9.1 0: R5 ., 11.0 12.2
RESERVOIR
POND
WATER EL.= 5.4 ON 2/19/99
BENCH MARK --TOP PK NAIL SET
�4'6 r� IN PAVEMENT = 10.00 ASSIGNED
\ r�
�ckl%\ 6.Z_� tv -`•r 1,.0
5.4 /
\\ 10.2
9.4
iE.YED 8 3
... 4
TEST HOLE LOCATION, NUMBER
WATER LINE MARKINGS
'-,AS LIME MARKINGS (IF" SHOWN)
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
'ExISTIN-. CONTOUR
OROPOSED CONTOUR
'JTILITY POLE (IFSHOWN)
TREE (IF SHOWN, NOT ALL S-IOWN)
NS
1. LOCUS IS A.M. 127, PARCE_ 4.1,
2. ELEVATIONS 9HOWN ARE ASSIGNED AND "NGVULIKE."
3. LOCUS IS UN FLOOD. ZONES A4 & C ON FIRM DATED JULY 2, 1992.
4. ALE. PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNILESS NOTED)
5. MUNICIPAL WATER' IS .AVAILABLE. LO`S WITHIN 100' ARE ON TOWN WATER.
6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
/. INLET TEE TO PROJECT DOWN 13", OUTLET TEE IDOWI`4 14".
8. 1IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW
D-BOX EXIT IPIRES TO BE LEVEL FOR FIRS` TWO FEET.
9. DEPTH OF COMPONENTS NOT TO EXCEEC 3', OR VENTING MUST BE PROVIDED.
BUILD UP COVERS TO WITHIN 1' OF GRADE, MORTOR CHIMNEYS IN PLACE.
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP.
11. IF _UNSUITABLE SOILS, OR SOILS DIFFERING FROM T-IE SOUL LOG ARE =OUND, `
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12. IF AN OVERDID IS CALLED FOR BELOIh FILL hiA RN
NOT TO
SCALE
o..
TE AID FOR 5 AROIJND ANP UNDER LEACHING TEST HOLT 1
IIS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3). r
13. PUMP' AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY Q' L.OGGED SOIL, BLOCK, AND STONE IIN
ILEACN AREA, AND DISPOSE OF AS DIRECTED BY HEATH AGENT. DEPTH (inches)
1L. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS
TEST (HOLE DATE: January 28, 199 12„
PERFORMED BY: Ron Caddloe, Soil Evaluator
BENCH MARK --TOP & CENTER WIITNESSED BY: Amy L. Von Hone, RS
CONC. BOUND= 25.40 ASSIGNED IPERC RATE: <2'-00"/inrh (coarse sand)
SOIL SURVEY(1993): Carver coarse sclnd
GEOLOGIC MAP(1986): Harwich outwashh plaindeposits 36
v
78 �"
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMF AND SIGNATURE.
WN
HEALTH AGENT APPROVAL DATE
14(D"
`A layer 7.5yr 3/2
J sandy loom
B layer 7.5yr 5/8
loamy sand
C Foyer 10yr 5/�6I
cocrse sand
TEST HO.,E .y
DEPTH (inches)
;A layer 10yr 3/.3
t 2 sandy loom
B layer 10yr 1/6
loamy sand
iC1 layer 10yr 5/6
s coarse sand
C2 layer -pocket
of silt loam
C3 layer
coarse sand
36
60"
66"
120,"
SITE PLAN
FOR
FREDERICK & LESLEY MILLER
LOTS 1 & 250 448 WEIR ROAD, YARMOUTH, IAA
LARCH 10, 1999 SALE: 1 "=30'
RONALD J. CADILLAC;, PLS, RS
PROFESSIONAL LAND SURVEYOR Sc REGISTERED SANITARIAN
P.O.. BOX 258
WEST YARMOUTF+, MA 02673
(508) 775--9700
E LE'V.(feet;,
18.4
15.4
6.7
ELEV.(f+eet;,
16.6
13.+6
11.6
11-1
Go.6
1999 BY R.J. CADILLAC
PACE 1 OF 1