HomeMy WebLinkAboutPlanLOT # 14 -
PER MAP REFERENCE
TNIrI
1169
VORA
TN
I Io-
lo
GALLON
EPTtC TAN r.
oI
PROPOSED
WE'LL LOCATION
V)
RADIUS 390.00,
ARC LENGTH 96.64'
2417
8" L OCHPALI-,
18 RCP
RC -P
CATCH BASIN
SMHTF = 511.01
TF = 511.67 INV = 506-26
INV IN = 500.15
INV OUT = 500.05 CATCH BASIN
TF = 511 .01
INV IN =506.04
INV OUT - 505.79
5o8
10
5o4
700TING DRAIN
PROVIDE AND MAINTAIN A
CoN-nNUOUS LINE OF SILT
FENCE THROUGHOUT
CONSTRUCTION (SEE DETAIL)
LIMITS OF CLEARINe,y
0
Av
BENCHMARK MONUMENT
VAION = 511-00
4"
TOPSOIL
FILTER FABRIC
SUITABLEIcc) FILL 2
IL,
4" PERFORATED
PIPE fo z
STONE-g-
4
TRENCH
R
W2c
I "J
NOI To SCALi-
FILTER
FABRIC
ANGLE 0' UP -()PF
POST FOR STABILITY AN -D
SELF C -LEANING
Ile
COMPACTED 2
C-4 0
BACKFILL
SILT FENCE
NOT TO SCALE
a
KNOCKOUT INLET AND
OUTLET OPENINGS
CAST CONCRETE COVERS---'
ELM
CAPACITIES A 13 C
7- -7 - 1250 GAL5 1" -48"
1500 GAL 69" 59" 56"
PROVIDE RISERS TO WITHIN
12" OF FINISHED GRADE
AT INLET AND OUTLET
4 x 4 12.6/12 6 6x6 6/6 GA. MESHGA. WIRE H- IRE MESH PROVIDE
APPLICATION R'1
PER 1000 5:I
STRAW,/IAAY 70--90 lb -s,
WO()p cII-iiPS 185-275 Its
AM
NOTUSS
FREE FROM WEEDS
AND COARSE MATTER
FREE OF COARSE MATTER
AIR DRIED, TREAT WITH
12lbs NITROGEN / TON
TIN Q -
5EEDING Wf'
APRIL 1 - JUNE 15
AUGUST I - SEPTEMBER 15
Lo Migua
45% RED FESCUE
457 KENTUCKY BLUE GRASS
10% PERENNIAL RYE
T E S F-H-OILL 122
AND
OUTLET
A1.) CLEARING, GRUBBING, MID GRADING Of THE PROPOSED LOT TO BE LIMITED TO
FILTER
4
2.) DISTURBED AREAS TO OE LOAMED, SEEDED, AND MULCHED.
POLYLOK
SILT FENCE.
0"-6" DARK BROWN TOP
Pt,--- 122
7 VENT- OUTLET
SHALL BE NOTIFIED WHENEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE
INSPECTION CAN OCCUR,
CONTINUOUS HOT 4" OuTLE
BAFFLE
RESPONSIBLE FOR THE INSTALLATION AN D MAINTENANCE
ASPHALT SEAL
I u
4" SCHED. #4
NECESSARY THE APPLICATICI LORIDE, OF C'ALCIUM CHLORIDE.
INI LT -RAEFIF-
TESTHOLE -"7
00
0"-10" TOPSOIL
DEALOTCTN
10"-30" LIGHT BROWNJE
a2N
30"-90" GREY -BROWN
I f2, uw. 'o
TITLING 0 45-
El
NOI 10 SCALE
APPLICATION R'1
PER 1000 5:I
STRAW,/IAAY 70--90 lb -s,
WO()p cII-iiPS 185-275 Its
AM
NOTUSS
FREE FROM WEEDS
AND COARSE MATTER
FREE OF COARSE MATTER
AIR DRIED, TREAT WITH
12lbs NITROGEN / TON
TIN Q -
5EEDING Wf'
APRIL 1 - JUNE 15
AUGUST I - SEPTEMBER 15
Lo Migua
45% RED FESCUE
457 KENTUCKY BLUE GRASS
10% PERENNIAL RYE
T E S F-H-OILL 122
AND
A1.) CLEARING, GRUBBING, MID GRADING Of THE PROPOSED LOT TO BE LIMITED TO
AREAS ADJACENT TO THE P OPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM.
2.) DISTURBED AREAS TO OE LOAMED, SEEDED, AND MULCHED.
3.) ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR
SILT FENCE.
0"-6" DARK BROWN TOP
4.) ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES.
5.) PRIOR TO SITE DISTUREANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLLE
SHALL BE NOTIFIED WHENEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE
INSPECTION CAN OCCUR,
TEST-H-QL
6) THE DEVELOPER WILL RESPONSIBLE FOR THE INSTALLATION AN D MAINTENANCE
OF ALL REQUIRED SEDIMEN CONTROL MEASURES THROUGHOUT CONSTRUCTION.
7) DUST CONTROL WILL B ACCOMPLISHED BY SPRAYING WITH WATER, AND IF
NECESSARY THE APPLICATICI LORIDE, OF C'ALCIUM CHLORIDE.
APPLICATION R'1
PER 1000 5:I
STRAW,/IAAY 70--90 lb -s,
WO()p cII-iiPS 185-275 Its
AM
NOTUSS
FREE FROM WEEDS
AND COARSE MATTER
FREE OF COARSE MATTER
AIR DRIED, TREAT WITH
12lbs NITROGEN / TON
TINQ -
5EEDING Wf'
APRIL 1 - JUNE 15
AUGUST I - SEPTEMBER 15
Lo Migua
45% RED FESCUE
457 KENTUCKY BLUE GRASS
10% PERENNIAL RYE
TES F-H-OILL 122
ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS.
oll-lo" TOPSOIL
10"-24" DARK YELLOWISH BROWN FINE SANDY LOAM, SOME FINE SAND, STONES
24"-92" OLIVE -GREY LID
COMPACTMEDIUM -COARSE SAND & GRAVEL, STONES, CO
NO LEDGE, WATER 0 50", MOTTLING @ 26"
TESTHOLE -#-61
T FLOOR
0"-6" DARK BROWN TOP IL
6"-32" ORANGE BROWN NDY LOAM
32"-91 lf TAN MODERATE COMPACT SAND WITH STONES IN GRAVEL
NO LEDGE, NO WATER, M., LING 0 32
TEST-H-QL
UILDING SETBACK LINt
20
0"-12" TOPSOIL
10 0
12--24" LIGHT BROWN F E SANDY LOAM
24"-94" GREY -BROWN Im M SAND GRAVEL
NO LEDGE, WATER @ -44 MOTTLING @ 28"
TESTHOLE -"7
00
0"-10" TOPSOIL
j
10"-30" LIGHT BROWNJE SANDY LOAM
30"-90" GREY -BROWN M SAND AND GRAVEL
NO LEDGE, NO WATER, TITLING 0 45-
A"IPIR7NI ,
INFORMATION PROVOED RMAP REFERENCE
PER' 21 13.3 MmUNS INCH
1.
PERC #15A 20 MING, ISS INCH
MAE REFERENCE"
SUBDIVISION PLAN, LOCiDALE ESTATES, PROPERTY OF BERNARD BARNETT & HAROLD D.
BATT FORSYTH ROAD AtlD JEFFERY MANOR DRIVE, MONTVILLE, CONNECTICUT JANUARY
sl
1992, TOTAL TECHNOLCjY, INC.
DLSIGN DATA
PERCOLATION RATE 20 MINUTES/INCH
5 BEDROOM RESIDENC-REQUIRES 1,125 SF OF LEACHING AREA
PROVIDE (3) 125' (4E 4IDE) TRENCHES
EFFECTIVE LEACHING A'144 = 1,125 SF
PROVIDE A 1500 GALL)A, 2--COMPARTMENTTANK
M.L.S.S. REQUIRED x 2.5 x 1.5 = 97.5
M.L.S.S. PROVIDED = L 5'
PREE6ff-.A3E&-IffoPOSLQ OLLOWS
1.) REMOVE AND STO( PILE TOPSOIL.
6" LIFTS AND
2.) PLACE BANK RUN RAVEL (LESS THAN 5% FINES) PLACED IN
COMPACTED TO 95% NSITY.
1) EXCAVATE 4" WIDE ENCHES AND PREPARE SURFACE.
4.) FILL TRENCHES Al 1* WASHED STONE TO HEIGHT OF PIPE INVERTS PLACE PIPE IN
TRENCH, AND FILL T( OVER TOP OF PIPE.
5.) CAP ENDS OF PI
6.) PLACE A 4' WIDE IP OF NON -WOVEN FILTER FABRIC ON TOP OF THE ENTIRE
LENGTH OF THE Sys-' - AND BACKFILL WITH NATIVE MATERIAL.
7.) REPLACE JOPSOIL, SEED & MULCH.
TOPOGRAPHIC IN`MATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS.
2.) BASE FOR LEVEL
3.)PROPOSED HOU!
SUBDIVISION MAP.
AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND
SURVEYOR LICENSED THE STATE OF CONNECTICUT.
4.) LOT AREA = 2-
7
5.) BENCHMARK TO
ACRES
SET IN AREA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION.
LLGEbi
FF T FLOOR
ELEV ATION
S.F. ARE FEET
500 ISTING CONTOURS
Z
OPOSED CONTOURS
E- UILDING SETBACK LINt
20
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10 0
ST HOLE
E
ERT ELEVATION
SCALE IN FEET
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DATE: 10/01/2001
SCALE: 1 20