HomeMy WebLinkAboutPlot Plan (As-Built)f MONUMENT
0
- REC.
(C",
JEST HOLE DATA.
OBSERVED SEPTEMBER 21, 1989
S14
L-EGEND
T.H. J1
PERC. TEST
4
-
TEST PIT
0-12
MONUMENT
0
IRON PIN
F. F.
FIRST FLOOR ELEVATION
B. F.
BASEMENT FLOOR ELEVATION
9—
EXISTING CONTOUR
FINE SANDY LOAM
PROPOSED CONTOUR
BUILDING 'LINE
W
'WATER MAIN
U
UTILITIES(PHONE, ELECTRIC, CABLE T.V.)
SILT FENCE
53-103"
UTILITY POLE
98 x 0
EXISTING SPOT ELEV.
PROPOSED SPOT ELEV.
STONE WALL
NO WATER, NO 'EDGE
PROPOSED WELL
LIMITS OF CLEARING
LOT NUMBER
f MONUMENT
0
- REC.
(C",
JEST HOLE DATA.
OBSERVED SEPTEMBER 21, 1989
S14
SILT FENCE
POST
10' APART
BACKFILI-
A, CK
4"-6"
NATIVE SOIL
Ll
SILT FENCE INSTALLATION
NOT TO SCALE
BENCHMARK: HUB SET
IN 12" OAK TREE
ELEV.=434.14 ASSUMED
-428
426
-424
T
Tp"AL "D" BLOX UVERFL.
90 ELBDW
INLET
6"
T)OUTLET
8 3\4'
PERF. P.V.C. 4
JRTAIN DRAIN
)LES UP `J CZ
L
I WaRiFm~--
FOOTING DRAIN
i, , -,r e-
LOCATiON MAP
SCALE 1' =1000'
N /F
EL SAMALOTY
GROUND SURFACE FILTER FABRIC, SALT HAY
COMMON BACKFILL. HEAVY BLDG. PAPER OR EQUAL
T.H. J1
MIN.
4
T. H. —J3
0-12
TOPSOIL
0-9"
TOPSOIL
12—
26
SILTY SANDY LOAM
9—
25"
FINE SANDY LOAM
26-75"
COMPACT SILTY LOAM
25-53"
GREY SILTY P AN
75-108"
LOAMY GRAVEEL WITH COBBLES
53-103"
COBBLEY GRAVEL
NO WATER, NO LEDGE
NO WATER, NO 'EDGE
MOTTLING 0 36'
T. H. -�# 2
0-9"
TOPSOIL
T. H.
9-24"
FINE SANDY LOAM
0-9"
-#4
TOPSOIL
24-64"
SILTY PAN, MOTTLED
9-24"
FINE SANDY LOAM
64-90"
COMPACT GRAVEL
24—
76"
GREY SILT 'NITH' COBBLES
NO WATER, NO LEDGE
76-108"
COBBILEY GRAVEL
PERC, RATE 10 MIN./IN.
NO WATER, NO LEDGE
MOTTLING 0 36"
OBSERVED FEBRUARY 10 AND 11,
1986 BY FRANSEN
CONSULTANTS
T.H. #16
T.H. #17
0-8"
TOPSOIL
0-8"
TOPSOIL
8-20"
RED
BROWN SILTY SAND SUBSOIL
8-16"
LIGHT BROWN SILTY SANDY SUBSOIL
20-26"
LIGHT BROWN SILTY SAND
16-28"
TAN
SLIGHTLY COMPACT SILTY SAND
26-43"
LIGHT BROWN COMPACT SILTY SAND
28-51"
CRAY
MODERATELY COMPACT SILTY SAND
43-63"
LIGHT GRAY COMPACT SILTY SAND
51-88"
RED
TAN COARSE SAND AND GRAVEL
63-84"
RED
TAN COARSE SAND AND GRAVEL
NO
WATER, NO LEDGE
NO
WATER, NO LEDGE
MOTTLING 0 30
MOTTLING 0 26"
SILT FENCE
POST
10' APART
BACKFILI-
A, CK
4"-6"
NATIVE SOIL
Ll
SILT FENCE INSTALLATION
NOT TO SCALE
BENCHMARK: HUB SET
IN 12" OAK TREE
ELEV.=434.14 ASSUMED
-428
426
-424
T
Tp"AL "D" BLOX UVERFL.
90 ELBDW
INLET
6"
T)OUTLET
8 3\4'
PERF. P.V.C. 4
JRTAIN DRAIN
)LES UP `J CZ
L
I WaRiFm~--
FOOTING DRAIN
i, , -,r e-
LOCATiON MAP
SCALE 1' =1000'
N /F
EL SAMALOTY
GROUND SURFACE FILTER FABRIC, SALT HAY
COMMON BACKFILL. HEAVY BLDG. PAPER OR EQUAL
C`H
TYPICAL LEACHNG7 TRENC
KI T C,
B r
A S I S ,OF SANITARY DFSIC.��N
1. THREE BEDROOM HOUSE WITH 5-10 MIN./IN. PERC. RATE. USE MIN. 1,000 CAL.
SEPTIC TANK WITH TWO TRENCHES 85' LONG AND 3' WIDE WITH HIGH LEVEL
OVERFLOWS AS SHOWN.
2. TOTAL LEACHING ARI -'-A REQUIRED = 495 S.F.
TOTAL LEACHING AREA PROVIDED = 510 S.F.
3. NO DRAINS WITHIN 25' OF LEACHING AREA.
4. REMOVE ALL UNSUITA�BLE MATERIAL WITHIN 5' OF LEACHING AREA AND REPLACE
WITH CLEAN GRANULAR FILL (LESS THAN 5% SILT).
1, ELEVATIONS BASED ON ASSUMED DATUM. TOPOGRAPHY FROM FIELD MEASUREMENTS.
2. SILT FENCE TO BE INSTALLED AS SHOWN PRIOR TO ANY CONSTRUCTION.
3. BOUNDARY INFORMA'-ION AND, WETLANDS LOCATION FROM PLAN TITLED "SUBDIVISION
I R C A
V, A r PREPARED F *T&�- --A--T- R 0 U T E- 8 CI- i UR C11 k-/
& DOYLE ROAD, MOI`,�-IVILLE, CT. DATED MARCH 15, 1988 REVISED THRU OCTOBER
10, 1988" BY FRANSEN CONSULTANTS.
4. HOUSE AND SEPTIC SYSTEM TO BE STAKED BY ENGINEER PRIOR TO CONSTRUCTION.
L)
4.
V,
N
PR0PER'Tl&'Y: F
I A 1\1 F
Is
e NA A
v
A
S C A I F 1
40
0 20
SEP-rFEMBER 5, 1989
PEV. 10/5/89 TRENCHES RAISED
X, rl 'T Aiivj -f n *I trt
rl IQ A T E S
ROBERT PFANNER & ASS�11-01
SURVE�6',NG & LE-1AGINEEFRINGS
37 GRAND STREFF IF -AST LYME , CONNECTICUT
MIN.
4
•4'PFRF PVC (PERF. DOWN)
DIA- BROKEN STONE
OR SCREENED GRAVEL
36- MAX.
C`H
TYPICAL LEACHNG7 TRENC
KI T C,
B r
A S I S ,OF SANITARY DFSIC.��N
1. THREE BEDROOM HOUSE WITH 5-10 MIN./IN. PERC. RATE. USE MIN. 1,000 CAL.
SEPTIC TANK WITH TWO TRENCHES 85' LONG AND 3' WIDE WITH HIGH LEVEL
OVERFLOWS AS SHOWN.
2. TOTAL LEACHING ARI -'-A REQUIRED = 495 S.F.
TOTAL LEACHING AREA PROVIDED = 510 S.F.
3. NO DRAINS WITHIN 25' OF LEACHING AREA.
4. REMOVE ALL UNSUITA�BLE MATERIAL WITHIN 5' OF LEACHING AREA AND REPLACE
WITH CLEAN GRANULAR FILL (LESS THAN 5% SILT).
1, ELEVATIONS BASED ON ASSUMED DATUM. TOPOGRAPHY FROM FIELD MEASUREMENTS.
2. SILT FENCE TO BE INSTALLED AS SHOWN PRIOR TO ANY CONSTRUCTION.
3. BOUNDARY INFORMA'-ION AND, WETLANDS LOCATION FROM PLAN TITLED "SUBDIVISION
I R C A
V, A r PREPARED F *T&�- --A--T- R 0 U T E- 8 CI- i UR C11 k-/
& DOYLE ROAD, MOI`,�-IVILLE, CT. DATED MARCH 15, 1988 REVISED THRU OCTOBER
10, 1988" BY FRANSEN CONSULTANTS.
4. HOUSE AND SEPTIC SYSTEM TO BE STAKED BY ENGINEER PRIOR TO CONSTRUCTION.
L)
4.
V,
N
PR0PER'Tl&'Y: F
I A 1\1 F
Is
e NA A
v
A
S C A I F 1
40
0 20
SEP-rFEMBER 5, 1989
PEV. 10/5/89 TRENCHES RAISED
X, rl 'T Aiivj -f n *I trt
rl IQ A T E S
ROBERT PFANNER & ASS�11-01
SURVE�6',NG & LE-1AGINEEFRINGS
37 GRAND STREFF IF -AST LYME , CONNECTICUT