HomeMy WebLinkAbout35 Keel Cape Drive Site Plan 2M
NOTES
LOCUS IS A.M. 90, PARCEL 101.
-W-
rn
2.
ELEVATIONS SHOWN ARE ASSIGNED.
n
NOT TO
3.
4.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
ALL PIPES TO BE 4'
Rd.
SCALE
N
SCH 40, AND PITCHED AT 1/4' PER FOOT. (UNLESS NOTED)
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100'
'
n
,
ARE ON TOWN WATER.
UNLESS NOTED.
TO BE AASHTO OOUTLET
❑
EXISTING DRAINAGE CATCHBASIN
7.
B.
a
LINES, WATER TEST D -BOX FOR EQUAL FLOW
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
Great
9.
DEPTH OF COMPONENTS NOT TO EXCEED S. OR VENTING MUST BE PROVIDED.
BUILD UP COVERS
VVestern
Rd
TO W1"N 1' OF GRADE. MORTOR CHIMNEYS IN PLACE.
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
t
BENCH MARK --TOP NAIL SET
IN PAVEMENT=47.96 ASSIGNED
1.
NOTES
LOCUS IS A.M. 90, PARCEL 101.
-W-
WATER LINE MARKINGS
2.
ELEVATIONS SHOWN ARE ASSIGNED.
Viking Rock
NOT TO
3.
4.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
ALL PIPES TO BE 4'
Rd.
SCALE
5.
SCH 40, AND PITCHED AT 1/4' PER FOOT. (UNLESS NOTED)
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100'
'
TREE (IF SHOWN, NOT ALL SHOWN)
6.
ARE ON TOWN WATER.
UNLESS NOTED.
TO BE AASHTO OOUTLET
❑
EXISTING DRAINAGE CATCHBASIN
7.
B.
NLLETOTEE 0 PROJECT DOWN 13'NENTS .
TEE DOWN 14'.
IF TWO OR MORE
LINES, WATER TEST D -BOX FOR EQUAL FLOW
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
Great
9.
DEPTH OF COMPONENTS NOT TO EXCEED S. OR VENTING MUST BE PROVIDED.
BUILD UP COVERS
VVestern
Rd
TO W1"N 1' OF GRADE. MORTOR CHIMNEYS IN PLACE.
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
Via,
10.
11.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2' WITH 2" MIN. 1/8 TO 1/2" PEASTONE
IF UNSUITABLE SOILS, OR SOILS
ON TOP. LOCATION
MAP
DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CAN LAC.
12.
IF AN OVERDIG IS CALLED FOR BE OW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
IS TO BE CLEAN GRANDULAR SANS MEETING SPECIFICATIONS TEST HOLE
13.
OF 310CMR 15.255(3).
PUMP AND FILL ANY EXISTING CESSPOOLS.
1
14.
ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL 9EGULATIONS.
DEPTH (inches)
ELEV.(feet)
0
TEST HOLE DATE: November 20, 1996 A layer
a myd
on 3/2 49.8
0 48PW KR TO REPWMEJ FRONT PERFORMED BY. Ron Cadillac, Soil Evaluator 7"
,SEW t PIPE INTO EXISTING WITNESSED BY: Peter L. Bryonton, Inspector
^ \ J i SEW t UNE ON SIDE OF HOUSE:. PERC RATE: C2'-00"/iAcn C layer) B toyer 10,. 6/6
_ 4_8.2 /` 1 {Rt V = 46 � • 1. SOIL SURVEY(1493): Carver coarse sand) roomy sand
/� VV GEOLOGIC MAP(1986):, Harwich outwash plain deposits 34" 46.9
>� � � -� 46.9 r/ •O 5 TIE INTO EXISTING
`%48.7 "-48.2 -_ 6� PIPE -RUN SCH 40 C layer 2.5y 6/4
N Invert 47.48 medium sand
PIPE BACK TO, CAST
9�`--4 8- - _ _ 4 6 use We Balls
$,�--..-47,T - - � r-4 IRON PIPE Invert 46.55 3 -MAXIMIZERS a
• 48. k8 \ I NO F!{'JE CHANGES I 'I - Proposed 62'
fit= 9-i 2. --� \ ARE PP,OPOSED I - - _ _ _ 46.7
RU F YPt 48.3 L=136.48 J _ 4a 1 �\ 48- 6 I 1500 GO. 5=1%$"/ft TOP PEA STO.t1E
no «rotor
4 0 � I - - - 126' 39.3
= 4P,.4 1 v 48.4 I Invert 41!7 T 1.71'
�It3.3 48.7 \\ \ 48.3 I Existing Invert 46.72 Invert 46.45 144.5
1 }} I Use 6" Stone under Proposed roposed 5.2� Bottom
LOT 101 /49.2 - j
�-- 38,_1 j- 30'
3 49 4 4949.63.8\\ to At /F- Bottom TH 1=39.3
= 49.1 49.9 ��f DESIGN DATA
so \ r��, PANDISCIO
---
=Q C ' , T
48.0 1 4R.9
\ _
; � O, GARBAGE GRINDER: .DISCONNECT
�V �• f,Q h�,.4 ' \ X19.0 REQUIRED CAPACITY: 330 GPD 1,
\ SEPTIC TANK: 1500 GAL. LEACH AREA
2 w �:� '7 EXISTING HOUSE NO., 35 \ BOTTOM LEACHING AREA: 351 SF USE 3 INFILTRATOR MAXIMIZERS
9• 10 \ [(29.1.5' x 11.83')] WITH 4' OF STONE ALL AROUND
_ -4-9 � - - - - -' - 1 .5 - G AREA: 142 SF FOR A 11'-10" WIDE BY 29'-9"
_ g SIDE LEACHING
4`� 7 [2(11.63'+ 29.75') X 1.71' DEEP)] LONG BY 20.5" DEEP LEACHING
49.1__ CONC. DESIGN CAPACITY: 364 GPD AREA.
PATIO
48.5
= 48.7 [(540.6 SF + 63.2 SF) X .74 GPD/SF]
* F19.8
gyp, to F
No N 0.0 TH 1 49.5 *DISCONNECT GARBAGE GRINDER, IF PRESENT.
BENCH MARK --TOP OF WOOD Q _ Iti,B
STAKE=49.45 ASSIGNED 49 7
49. ---1 491
= 49.3 4 29'-9" _I
col I of . 49.4
6 -XC49.3 49.7
1.49.1 I
1' /�, I reserve I �� = 49 BENCH MARK --EDGE CONC. 5'
N/F" 4 IS6 - - - J 1�9� I FROM SE CORN. -50.00 ASSIGNED
MCGUIRE) 49. 2115.68 = 49.3 5 60.0 N/F
7B'4o• ry �,;� 49 G SURRE17E
t�
9 THIS PLAN IS A VALI
COPY ONLY IF 1T BEARS
1 i .In n AN ORIGINAL RED ST)1P AND SIGNATURE.
N/F
LEGEND HAYS 49.6 0'
.�.
TH 1
TEST HOLE LOCATION, NUMBER
-W-
WATER LINE MARKINGS
-G-
GAS LINE MARKINGS (IF SHOWN)
9.5 .11,0
EXISTING do PROPOSED ELEVATIONS ('X' MARKS POINT)
�6
EXISTING CONTOUR
PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
'
TREE (IF SHOWN, NOT ALL SHOWN)
®
rXISTING SEPTIC COVER
❑
EXISTING DRAINAGE CATCHBASIN
,
Ott
�IIoJ�� .
WEAL AGENT APPROVAL �E
G3E (9- 1ERVIED
FIAR 2 6 1997
SITE PLAN HEALTH DEPT.
FOR
ROBERT & ARLENE POLLACK
LOT 1011, 35 KEEL CAPE DRIVE, YARMOUTH, MA
MARCH 10, 1997 SCALE: 1"=20"
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
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