HomeMy WebLinkAboutSite PlanN/F OXIBY FARC!', LLC
LOT #x44/3-003
18' COMMON DRIVE`'/'
PER MAP REFERENCE
PROPOSED SIGN LOCATIONf
PER MAP REFERENCE NS .v
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PROPOSED SIGN LOCATION
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PER MAP REFERENCE
342.13'
N34'42 46 E
a A A. -A iA, a w A KM,— k_: i...A AA A -A &A KA .
BENCHMARK PK
ELEVATION 532.25
FORSYTH ROA.)
EXISTING
CATCH BASIN
TYPICAL)
RADIUS= 1135.00'
DELTA= 13* 17'06"
LENGTH=263.17'
CHORD=S65' 13'01 "E 262.58'
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pi;
4x4 12.6/12.6
o ju Q
WLF#IO'
10-18
rn w
6x6 6/6 GA.
s
24" WIRE MESH
n
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Z TYPICAL)
5 PRIOR TO SITE 1". i", uPRAN(el , Ti -4
SHALL. BE NOTIFIE0 WHf-
1 rq
INLET `'\_—.. 3" VENT -.--' .. 3- VEIN
Lu LIQu LEVEL
t i I l I f; 41 {= d
t t
u") CONTINUOUS HOT
I
ASPHALT SEAL
1 • • INSTALL AND MAINTAIN
ft ri t # f.' )
INLET BAFFLE E
CONTINUOUS ONE OF
4"----5'-8"
NQ_ T)AT ".
4" OUTLET BAFFLE LINED W/ 1/8" PVC
I • S OR SIIe.T FENCE.
g
STRAW, HAY 70 -90 ilbs. FREE FROM WEEDS
M.L.S.S. PROVIDED = 83'
TH#
5D
rHROUGHOUT CONSTRUCTION
NEED MIX F,URE.
E PTI N I <
45% RED FESCUE
SEE DETAIL'
45% KENTUCKY BLUE CRASS
121bs NITROGEN / TON
22.50'
I
TN / 1' . ARS' •
0"-10" TOPSOIL
I F5B • a-,
TH
5.20_....- I
F5C
SAND
NO LEDGE, WATER @ 36",
TH#
F5A
1.
43LF 4"PVC 1000 GALLON cp
0
SDR 35) SEPTIC TANK
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O
PREPARE AREA OF PROPOSED SYSTEM AS FOLLOWS
v
q` 30LF 4'°PVC j
o ASTM 1785) 6.25— 56.25-
0
2. PLACE BANK RUN GRAVEL (LESS THAN 5% FINES) PLACED IN 6" LIFTS AND
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I
COMPACTED TO 95% DENSITY.
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3. EXCAVATE 4' WIDE'TRENCHES AND PREPARE SURFACE.
PROPOSED /
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4. FILL TRENCHES WIE'H 1" WASHED STONE TO HEIGHT OF PIPE INVERTS PLACE Q
WELL TV
C LOCATION
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s,
PIPE IN TRENCH, AND' FILL TO 2" OVER TOP OF PIPE.
528
0
Az -
i, O T
5. CAP ENDS OF PIPES.
J// r"A'
0a. 0 ui u U) tit
6. PLACE A 4' WIDE 'TRIP OF NON—WOVEN FILTER FABRIC ON TOP OF THE
ENTIRE LENGTH OF TI JE SYSTEM), AND BACKFILL WITH NATIVE MATERIAL.
18' COMMON DRIVE`'/'
PER MAP REFERENCE
PROPOSED SIGN LOCATIONf
PER MAP REFERENCE NS .v
Ln
rn
Rv
PROPOSED SIGN LOCATION
cn
PER MAP REFERENCE
342.13'
N34'42 46 E
a A A. -A iA, a w A KM,— k_: i...A AA A -A &A KA .
BENCHMARK PK
ELEVATION 532.25
FORSYTH ROA.)
EXISTING
CATCH BASIN
TYPICAL)
RADIUS= 1135.00'
DELTA= 13* 17'06"
LENGTH=263.17'
CHORD=S65' 13'01 "E 262.58'
i \ C -
pi;
2X2 5/8 16 GA. WIRE MESH
1 1/2"7n
L T IV 71.
t
N
w
00
t
2"t
STANQ6ED D—
NOT TO SCALE
4"
TOPSOIL
SUITABLE FILL 1()0FILTERFABRIC 2"
4" PERFORATED
PIPE150
o `°'
CB ohd
1" STONE C9, Y
4'
I.aM
RO _ N
NOT TO SCALE
FILTER
FABRIC ---- _.
POST
COMPACTED
BACKFILL
ANGLE 10' UP SLOPE
FOR STABILITY AND
SELF CLEANING
z=
CL
wOo
SILT FELE
NOT TO SCALE
2)-2"x2"x3' STAKES
EACH BALE
a s a s a s
rar.vf+ sa 00r
KNOCKOUT INLET &
OUTLET OPENINGS
RIBS INSIDE F_ ___1
4
L.L
t
CAST CONCRETE COVERS
p
4x4 12.6/12.6
i
GA. WIRE MESH
AREAS ADJACENT TO THE PROPO "ED HOUSE, ()Pf l :WA (i
6x6 6/6 GA.
s
24" WIRE MESH
n
EXISTING UTILITY POLE
2X2 5/8 16 GA. WIRE MESH
1 1/2"7n
L T IV 71.
t
N
w
00
t
2"t
STANQ6ED D—
NOT TO SCALE
4"
TOPSOIL
SUITABLE FILL 1()0FILTERFABRIC 2"
4" PERFORATED
PIPE150
o `°'
CB ohd
1" STONE C9, Y
4'
I.aM
RO _ N
NOT TO SCALE
FILTER
FABRIC ---- _.
POST
COMPACTED
BACKFILL
ANGLE 10' UP SLOPE
FOR STABILITY AND
SELF CLEANING
z=
CL
wOo
SILT FELE
NOT TO SCALE
2)-2"x2"x3' STAKES
EACH BALE
a s a s a s
rar.vf+ sa 00r
KNOCKOUT INLET &
OUTLET OPENINGS
RIBS INSIDE F_ ___1
4
L.L
t
CAST CONCRETE COVERS
p
PROVIDE RISERS
TO WITHIN 12" OF
FINISH GRADE AT
INLET AND OUTLET
PROVIDE
4 OUTLET
FILTER
POLYLOK
OUTLET PL -122
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t[?
I
3"
4x4 12.6/12.6
1. CLEARING, GRUBBING, AND GRADINCA OE THE IIrI"..
GA. WIRE MESH
AREAS ADJACENT TO THE PROPO "ED HOUSE, ()Pf l :WA (i
6x6 6/6 GA.
a 24" WIRE MESH
SILT FENCE.
EXISTING UTILITY POLE
Z TYPICAL)
5 PRIOR TO SITE 1". i", uPRAN(el , Ti -4
SHALL. BE NOTIFIE0 WHf-
INLET `'\_—.. 3" VENT -.--' .. 3- VEIN
Lu LIQu LEVEL
t i I l I f; 41 {= d
t t
u") CONTINUOUS HOT
I
ASPHALT SEAL
0"-8" TOPSOIL
t
4• SCHEDULE 140
ft ri t # f.' )
INLET BAFFLEE
i
26"-78" FINE SILTY
4"----5'-8"
NQ_ T)AT ".
4" OUTLET BAFFLE LINED W/ 1/8" PVC
I II
6(Y GAS DEFLECTOR
g
STRAW, HAY 70 -90 ilbs. FREE FROM WEEDS
M.L.S.S. PROVIDED = 83'
AND COARSE MATTER
I.
NEED MIX F,URE.
E PTI N I <
45% RED FESCUE
NOT TO SCALE
PROVIDE RISERS
TO WITHIN 12" OF
FINISH GRADE AT
INLET AND OUTLET
PROVIDE
4 OUTLET
FILTER
POLYLOK
OUTLET PL -122
a
t[?
I
3"
TE5THOLE DATA
1. CLEARING, GRUBBING, AND GRADINCA OE THE IIrI".. I # IBJ I:I Ila1 I i I I
AREAS ADJACENT TO THE PROPO "ED HOUSE, ()Pfl :WA (i ANG1 , dI IY I IC: ` I I IIA
2. DISTURBED ARE.A`: TCS BE LOAMEI , ' OFf), Aflo MI II t.,f I1 11
3, ALL TOPSOIL TO Fit'' ON ""JT # II) 1-111('41t I I I1 1111 t t tt (I,/-
SILT FENCE.
PROVIDE (2) 83' (48", WIDE) TRENCHES, CONNECT ENDS
4. ALL CUT AND 1 -ill -1 API: Wif TOf /[,If
7"-25" SUBSOIL
5 PRIOR TO SITE 1". i", uPRAN(el , Ti -4
SHALL. BE NOTIFIE0 WHf-
THE INSPECTION (;AN
NO LEDGE, WATER @
6. THE ("ONT 1 AC. I()p " t,: Ij . I f" .f (j 1,1H i I I Iif i0f t I .; t i I l I f; 41 {= d
MAINTENA .I I OF' Ate
I
CONSTRUCT rIC i.
0"-8" TOPSOIL
p DUST (,'0N i P(,ji: Wf Jj f if At
of,9I f fll t* J j; f) t e t ft ri t # f.' )
P' E C E SAPY THF Ai -,411 V .x* I I -f l r/ I II IIF t Ii It dI.
d
if
26"-78" FINE SILTY
MULCHES APPLICATICN4 PATIF, N , NQ_ T)AT ".
PER 10(A) I II
MOTTLING @ 33"
g
STRAW, HAY 70 -90 ilbs. FREE FROM WEEDS
M.L.S.S. PROVIDED = 83'
AND COARSE MATTER
I.
NEED MIX F,URE.
WOOD CHIPS 185--,-27Ji Ibs. FREE OF COARSE MATTER 45% RED FESCUE
AIR DRIED, TREAT WITH 45% KENTUCKY BLUE CRASS
121bs NITROGEN / TON 10% PERENNIAL RYE
TE5THOLE DATA
PER REFERENCE PLAT`
I
TH JF5A
3 BEDROOM RESIDENCE REQUIRES 495 SF OF LEACHING AREA
0 ::)
0"-7" TOPSOIL
PROVIDE (2) 83' (48", WIDE) TRENCHES, CONNECT ENDS
7"-25" SUBSOIL
4
25"-68" MEDIUM TO COARSE SAND
NO LEDGE, WATER @ 43", MOTTLING @ 41"
TH F,
I
r
0"-8" TOPSOIL
8"-26" SUBSOIL
d
if
26"-78" FINE SILTY SAND
0.
NO LEDGE, WATER @ 42", MOTTLING @ 33"
TH F5C
M.L.S.S. PROVIDED = 83'
0"-7" TOPSOIL
I.
7"+ SUBSOIL,
LOWER LAYER FINE SILTY SAND
NO LEDGE, WATER 0 42", NO MOTTLING
TH F D
0"-10" TOPSOIL
10"-33" SUBSOIL
4
33"-83" FINE SILTY SAND
NO LEDGE, WATER @ 36", MOTTLING @ 37"
PERCOLAIION RATE
INFORMATION PROVIDE; PER REFERENCE PLAN
PERC 5.0 MINUTES % INCH
MAP REFER
SUBDIVISION PLAN, ZCNING DISTRICT WRP-160, R-80 AND R-120 PREPARED
FOR OXIBY FARM, LLC, FORSYTH ROAD, OLD COLCHESTER ROAD & OXOBOXO
DAM ROAD, MONTVILLE, CONNECTICUT, BY CHANDLER, PALMER & KING
05/01/2000 WITH REVISIONS TO 9/6/2000.
DESIGN DATA
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I
3 BEDROOM RESIDENCE REQUIRES 495 SF OF LEACHING AREA
0 ::)
PROVIDE (2) 83' (48", WIDE) TRENCHES, CONNECT ENDS
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4
Imo._
PROVIDE A 1000 GALLON 2—COMPARTMENT TANK
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if
M.L.S.S. REQUIRED = 26 x 1.0 x 1.5 = 39
r$
0.
0:-i
V-- Q
M.L.S.S. PROVIDED = 83' v
I.
a
U-
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w
4
j. Cf
a
0
r
PREPARE AREA OF PROPOSED SYSTEM AS FOLLOWS
0
SUBDIVISION PLAN, ZCNING DISTRICT WRP-160, R-80 AND R-120 PREPARED
FOR OXIBY FARM, LLC, FORSYTH ROAD, OLD COLCHESTER ROAD & OXOBOXO
DAM ROAD, MONTVILLE, CONNECTICUT, BY CHANDLER, PALMER & KING
05/01/2000 WITH REVISIONS TO 9/6/2000.
DESIGN DATA
PERCOLATION RATE = 5.0 MINUTE'S/INCH I
3 BEDROOM RESIDENCE REQUIRES 495 SF OF LEACHING AREA
0 ::)
PROVIDE (2) 83' (48", WIDE) TRENCHES, CONNECT ENDS
I c)
EFFECTIVE LEACHING AREA = 528 SF
0 14 w
Imo._
PROVIDE A 1000 GALLON 2—COMPARTMENT TANK
0 z0
LJ 0
M.L.S.S. REQUIRED = 26 x 1.0 x 1.5 = 39
U C1r 0.
0:-i
V-- Q
M.L.S.S. PROVIDED = 83' v
m 0
U-
SUBDIVISION PLAN, ZCNING DISTRICT WRP-160, R-80 AND R-120 PREPARED
FOR OXIBY FARM, LLC, FORSYTH ROAD, OLD COLCHESTER ROAD & OXOBOXO
DAM ROAD, MONTVILLE, CONNECTICUT, BY CHANDLER, PALMER & KING
05/01/2000 WITH REVISIONS TO 9/6/2000.
DESIGN DATA
PERCOLATION RATE = 5.0 MINUTE'S/INCH I
3 BEDROOM RESIDENCE REQUIRES 495 SF OF LEACHING AREA
PROVIDE (2) 83' (48", WIDE) TRENCHES, CONNECT ENDS
EFFECTIVE LEACHING AREA = 528 SF
PROVIDE A 1000 GALLON 2—COMPARTMENT TANK z
p
M.L.S.S. REQUIRED = 26 x 1.0 x 1.5 = 39 Q
M.L.S.S. PROVIDED = 83' v
U-
w
I
0
PREPARE AREA OF PROPOSED SYSTEM AS FOLLOWS
0
1. REMOVE AND STOCKPILE TOPSOIL.
2. PLACE BANK RUN GRAVEL (LESS THAN 5% FINES) PLACED IN 6" LIFTS AND 0 uj
COMPACTED TO 95% DENSITY. Q z
3. EXCAVATE 4' WIDE'TRENCHES AND PREPARE SURFACE.
4. FILL TRENCHES WIE'H 1" WASHED STONE TO HEIGHT OF PIPE INVERTS PLACE Q o U
PIPE IN TRENCH, AND' FILL TO 2" OVER TOP OF PIPE. 0 w z } 5. CAP ENDS OF PIPES. 0a. 0 ui u U) tit
6. PLACE A 4' WIDE 'TRIP OF NON—WOVEN FILTER FABRIC ON TOP OF THE
ENTIRE LENGTH OF TI JE SYSTEM), AND BACKFILL WITH NATIVE MATERIAL. z En
7. REPLACE TOPSOIL, `SEED & MULCH.
Z Q
ar
w
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0
NOTEcn w
0-
1. TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING o
STANDARDS. ui
2. BASE FOR LEVELS: SUBDIVISION MAP.
3. PROPOSED HOUSE`ANDAND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A
afw
00
LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT.
4. LOT AREA = 3.03= ACRES, 567
cts
0
LEGEN Q
01FFFIRSTFLOORQ
ELEV ELEVATION co
S.F. SQUARE FEET J
cv
V V) u
I
o
520 EXISTING CONTOURS ui
520 FOPOSED CONTOURS LAJ
0
z
0
z
0
Y
JILDING SETBACK LINE w o w 0
a- m o u 0
LF# INLAND WETLANDS FLAG
l DATE: 05/21/2001
J HA T ST HOLE 40 20 0 40
SCALE: 1 "=40'
517. IVFRT ELEVATION GRAPHIC SCALE IN FEET
SHEET: 1 OF 1