HomeMy WebLinkAboutSite PlanI
1777i MAC PK
INN 531.85 OLD COLCHESTER ROAD
REMOVE PAVED APRON AND `
PROVIDE BIT. CURB /
RADIUS = 21.81 /
DELTA = 68'57'58" MONUMENT
ARC LENGTH = 26.25' -E - z
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UALITY CONTROL CERTIFICATION
GROUP R VL D DTE
PROJECT MANAGER
PER WPREFERENCE
SURVEY
ENVIRONMENTAL
FIRST FLOOR
CIVIL o .
STRUCTURAL
SQUARE FEET
ARCHITECTURAL
EXISTING CONTOURS
FILE 34591
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EROSION AND SEDIMENT CONTROL PLAN o
U (A1.) CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT_ TO BE LIMITED TO + o
AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM. v00
2.) DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED, q j v
3,) ALL TOPSOIL TO BE STOCKPILED- ON SITE AND PROTECTED WITH HAYBALES OR ° ,, ' 0
SILT FENCE.
4.) ALL `CU i AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES. O1
c*1 j I
r 5.) PRIOR i0 SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE, -d mlk' ISHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE 2 °1,
oo
INSPECTION CAN OCCUR. pa 00
6.) THE DE`IELOPER WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE o
ooOF .ALL REC UIRED SEDIMENT CONTROL. MEASURES THROUGHOUT CONSTRUCTION.
CONSTRUCTION ENTRANCE 7.) DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF .
NOT To SCALE NECESSARY THE APPLICATION OF CALCIUM CHLORIDE,
0
TEMPORARY-tEGETATN COVER PLANTING SCHEDULE Y®111® ` bA
W Vi
I MULCHES APPLICATION RATE NOTES SEEDING DATES: +
aPER 1000 S.F. APRIL 1 JUNE 15
ol1
2X2 5/8 16 GA. WIRE MESH d I AUGUST 1 - SEPTEMBER 15 J ° ,
r'I I
1 1 2"
STRAW/HAY 70-90 Lbs. FREE FROM WEEDS ath7ANDCOARSEMATTER
I ..._ SEED MIXTURE:
15„ CPP I WOOD CHIPS 185-275 Ibs. FREE OF COARSE MATTER 45% RED . FESCUE 4
AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS
CL := -: 121bs NITROGEN / TON 10% PERENNIAL RYE U
6951
TESTHOLE 'DATA W
PER MAP REFERENCE v
O+` TEST HOLE1
MONUMENT - 00 0„-10" TOPSOIL
10 16" SANDY SUBSOIL
N 16"-78" GRAVEL2" NO LEDGE, _,O WATER, NO MOTTLING
STANDARD D -BOX TEST HOLE
NOT TO SCALE 0"-9" TOPSDIL
9"-15" SANDY SUBSOIL
15"-80" GRAVEL
NO LEDGE, NO. WATER, NO MOTTLING
4" TEST HOLE 3
TOPSOIL
0"-10" TOPSOIL
10"-25"BRDWN MED SANDY .LOAM U
25,,-30„ SI;r Z
SUITABLE FILL
FILTER FABRIC00 2" 30"-84" GREY MED COMP SILTY SAND Q
O
w
NO LEDGE, X10 WATER, MOTTLING C 30"
LOT # 1 K 4,. PERFORATED
o U
PER MAP REFERENCE
PIPE f TEST HOLE #4N , >,
0 -14 TOPSOIL o W n w
1" STONE 14"-28" BROWN MED SANDY LOAM w '® = z
28-34 SILT w . Q_ q v434 -84 GREY MED COMP SILTY SAND Q O O
NO LEDGE, NO WATER, NO MOTTLING o. U
w — TEENQH 11._1 ®_I
CROSS S TION TEST HOLE 104 W 0-
i
NOT TO SCALE 0"-1 1 " TOPSOIL z
11 "-30" SUBSOIL CN
30"-80" GREY COMPACT SILTY SAND_
NO LEDGE, y0 WATER, _._MOTTLING @ q-4" ..
TEST HOLE 105
I 0"-12" TOPSOIL
FILTER II 12"-45" SUBSOILFABRICANGLE10• UP SLOPE
FOR STABILITY AND 45"-84" GREY SILTY SAND
POST I
SELF CLEANING NO LEDGE, VO WATER, MOTTLING @ 45"
oo TEST HOLE 106
IRON PIN \\\ \ 1
0"_9" TOPSOIL
a 9" L27" SUESOI
COMPACTED 27"-80" 0 27-80 GREY SILTY SAND
BACKFILLLi NO LEDGE, NO WATER, MOTTLING @ 31
SILT FENCE MAP REFERENCE
NOT TO SCALE
RESUBDIVISION PLAN PREPARED FOR RTT DEVELOPMENT, INC., FORSYTH ROAD. &
OLD COLCHESTER ROAD, MONTVILLE, CONNECTICUT, BY CME/CPK DESIGN GROUP,
NORWICH, CONNECTICUT, DATED: 03/07/2002 WITH REVISIONS TO 06/14/2002,
10,-6., DESIGN DATA
KNOCKOUT INLET AND
OUTLET OPENINGS
PERCOLATION RATE = 7.33 MINUTES/INCH
o .4 BEDROOM RESIDENCE REQUIRES 660 SF OF LEACHING AREA
I
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FG
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OT #1/
PER WPREFERENCE
LE END
FF FIRST FLOOR
ELEV ELEVATION
S. F. SQUARE FEET
524 - EXISTING CONTOURS
524 PROPOSED CONTOURS
BUILDING SETBACK LINE
STONE WALL
EXISTING TREE LINE
PROVIDE A ° 250 GALLON 2 -COMPARTMENT TANK
TEST. HOLE
524.0 INVERT ELEVATION
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00
EROSION AND SEDIMENT CONTROL PLAN o
U (A1.) CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT_ TO BE LIMITED TO + o
AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM. v00
2.) DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED, q j v
3,) ALL TOPSOIL TO BE STOCKPILED- ON SITE AND PROTECTED WITH HAYBALES OR ° ,, ' 0
SILT FENCE.
4.) ALL `CU i AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES. O1
c*1 j I
r 5.) PRIOR i0 SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE, -d mlk' ISHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE 2 °1,
oo
INSPECTION CAN OCCUR. pa 00
6.) THE DE`IELOPER WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE o
ooOF .ALL REC UIRED SEDIMENT CONTROL. MEASURES THROUGHOUT CONSTRUCTION.
CONSTRUCTION ENTRANCE 7.) DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF .
NOT To SCALE NECESSARY THE APPLICATION OF CALCIUM CHLORIDE,
0
TEMPORARY-tEGETATN COVER PLANTING SCHEDULE Y®111® ` bA
W Vi
I MULCHES APPLICATION RATE NOTES SEEDING DATES: +
aPER 1000 S.F. APRIL 1 JUNE 15
ol1
2X2 5/8 16 GA. WIRE MESH d I AUGUST 1 - SEPTEMBER 15 J ° ,
r'I I
1 1 2"
STRAW/HAY 70-90 Lbs. FREE FROM WEEDS ath7ANDCOARSEMATTER
I ..._ SEED MIXTURE:
15„ CPP I WOOD CHIPS 185-275 Ibs. FREE OF COARSE MATTER 45% RED . FESCUE 4
AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS
CL := -: 121bs NITROGEN / TON 10% PERENNIAL RYE U
6951
TESTHOLE 'DATA W
PER MAP REFERENCE v
O+` TEST HOLE1
MONUMENT - 00 0„-10" TOPSOIL
10 16" SANDY SUBSOIL
N 16"-78" GRAVEL2" NO LEDGE, _,O WATER, NO MOTTLING
STANDARD D -BOX TEST HOLE
NOT TO SCALE 0"-9" TOPSDIL
9"-15" SANDY SUBSOIL
15"-80" GRAVEL
NO LEDGE, NO. WATER, NO MOTTLING
4" TEST HOLE 3
TOPSOIL
0"-10" TOPSOIL
10"-25"BRDWN MED SANDY .LOAM U
25,,-30„ SI;r Z
SUITABLE FILL
FILTER FABRIC00 2" 30"-84" GREY MED COMP SILTY SAND Q
O
w
NO LEDGE, X10 WATER, MOTTLING C 30"
LOT # 1 K 4,. PERFORATED
o U
PER MAP REFERENCE
PIPE f TEST HOLE #4N , >,
0 -14 TOPSOIL o W n w
1" STONE 14"-28" BROWN MED SANDY LOAM w '® = z
28-34 SILT w . Q_ q v434 -84 GREY MED COMP SILTY SAND Q O O
NO LEDGE, NO WATER, NO MOTTLING o. U
w — TEENQH 11._1 ®_I
CROSS S TION TEST HOLE 104 W 0-
i
NOT TO SCALE 0"-1 1 " TOPSOIL z
11 "-30" SUBSOIL CN
30"-80" GREY COMPACT SILTY SAND_
NO LEDGE, y0 WATER, _._MOTTLING @ q-4" ..
TEST HOLE 105
I 0"-12" TOPSOIL
FILTER II 12"-45" SUBSOILFABRICANGLE10• UP SLOPE
FOR STABILITY AND 45"-84" GREY SILTY SAND
POST I
SELF CLEANING NO LEDGE, VO WATER, MOTTLING @ 45"
oo TEST HOLE 106
IRON PIN \\\ \ 1
0"_9" TOPSOIL
a 9" L27" SUESOI
COMPACTED 27"-80" 0 27-80 GREY SILTY SAND
BACKFILLLi NO LEDGE, NO WATER, MOTTLING @ 31
SILT FENCE MAP REFERENCE
NOT TO SCALE
RESUBDIVISION PLAN PREPARED FOR RTT DEVELOPMENT, INC., FORSYTH ROAD. &
OLD COLCHESTER ROAD, MONTVILLE, CONNECTICUT, BY CME/CPK DESIGN GROUP,
NORWICH, CONNECTICUT, DATED: 03/07/2002 WITH REVISIONS TO 06/14/2002,
10,-6., DESIGN DATA
KNOCKOUT INLET AND
OUTLET OPENINGS
PERCOLATION RATE = 7.33 MINUTES/INCH
o .4 BEDROOM RESIDENCE REQUIRES 660 SF OF LEACHING AREA
I
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1 N (n
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cn
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WLF
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PROVIDE (2) 110 (48 WIDE) TRENCHES, CONNECT ENDS
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EFFECTIVE LEACHING AREA = 690 SF
Q
PROVIDE A ° 250 GALLON 2 -COMPARTMENT TANK
M,L.S,S. RECUIRED = 42 x 2 x 1,2 = 101'
M.L.S.S. PROVIDED = 110'
CAST CONCRETE covERs PREPARE AREA OF PROPOSED SYSTEM AS FOLLQWS
PL4N 1.) REMOVE AND STOCKPILE TOPSOIL.
2.) PLACE SANK RUN GRAVEL (LESS THAN 5% FINES) PLACED IN 6" LIFTS AND
CAPACITIES A B C COMPACTED TO 95% DENSITY,
1250 GAL 61" 51" 48" 3.) EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFACE.
1500 GAL 69" 59" 56" 4.) FILL TRENCHES WITH 1" WASHED STONE TO HEIGHT OF PIPE INVERTS PLACE
PIPE 1N TRENCH, AND FILL TO 2" OVER TOP OF PIPE,
PROVIDE RISERS TO WITHIN 5.) CAP ENLS OF PIPES.
12" OF FINISHED GRADE 6,) PLACE A 4' WIDE STRIP OF NON -WOVEN FILTER FABRIC ON TOP OF THEATINLETANDOUTLET
4 X 4 12.6/12.6 6X6 6/6 GA. ENTIRE LENGTH OF THE SYSTEM), AND BACKFILL WITH NATIVE MATERIAL. GA. WIRE MESH WIRE MESH PROVIDE 7.) REPLACE TOPSOIL, SEED & MULCH.
OUTLET
24" FILTER
POLYLOK
INLET j
PL -122 NOTES
3 VENT-_ OUTLET
LIQUID LEVEE
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1.) TOPOGRAPHIC INFORMATION, ON THIS PLAN COMPLIES WITH T-2 MAPPING
Q CONTINUOUS HOT D 4" OUTLET
BAFFLE STANDARDS,
m ASPHALT SEAL 2.) BASE FCR LEVELS: SUBDIVISION MAP. 4" SCHEID 4
Q
3.) PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY Aso•
V, LAND SURVE`( DEFLECTOTORORLICENSEDINTHESTATEOFCONNECTICUT,
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4.) LOT AREN = 1.48f ACRES
5.) BENCHMtIRK TO BE SET IN AREA SEPTIC SYSTEM AT TIME OFCROSSSECTIONOF
CONSTRUCTION.
1250/1500 GALLON
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2 COMPARTMENT DATE.: 06/18/2W-':
SEPTICTANK 20 10 o Zo
NOT TO SCALE SCALE; 1 " = 20'/ GRAPHIC SCALE IN FEET i
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