HomeMy WebLinkAboutSite PlanZONE DATA TABLE- R-80
ITEM
REQUIRED
.ISTING LOT #50B PROPOSED LOT #50B-02
LOT AREA.
80,000 S.F.
8156,285 SF +/- 161,523 SF
LOTFRONTAGE
180 FT.,
586.41' 683.27'
FRONT YARD
50 FT.
92.4+/- (EXIST.) 72.1'
SIDE YARD.
20 FT.
149.8'+/- (EXIST.) . 417.2'
REAR YARD
50 FT.
.299.6' +/-(EXIST.) 231.8'
a
0
z
LEGEND:
LOT DEVELOPMENT NOTES:
1. IMPROVEMENTS DEPICTED ON THIS PLAN ARE CONCEPTUAL ONLY AND ARE INTENDED
TO DEMONSTRATE LOT DEVELOPMENT FEASIBILITY. INDIVIDUAL SITE DEVELOPMENT
PLANS WILL BE REQUIRED TO OBTAIN PERMITS FOR CONSTRUCTION.
ANY DEVEATION OF THE PROPOSED IMPROVEMENTS SHOWN MAY REQUIRE APPROVALS
FROM THE TOWN OF MONTVILLE INLAND WETLANDS & WATERCOURSES COMMISSION.
2. PASSIVE SOLAR ENERGY TECHNIQUES A$ :PRESCRIBED BY LAW HAVE BEEN CONSIDERED
IN THE DEVELOPMENT OF THIS PLAN.
3. ALL PROPOSED UTILITY CONNECTIONS SHALL BE COORDINATED WITH THE
GOVERNING UTILITY. AUTHORITY.
4. ALL DRIVEWAYS SHALL HAVE A PAVED AKRON INSTALLED TO THE STREETLINE.
DRIVEWAYS GRADED OVER 10% SHALL Big; PAVED.
CL&P
17
CLEAR ALL VEGETATION & �;UN t W a1,L6
TO NEW STREETLINE ALONG SEAPSON LANE
AS NEEDED TO ACHIEVE 280' SIGHT DISTANCES (TYP.)
TO STREETLINE
EROSION AND SEDIMENT CONTROL PLAN:
1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE
TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE
DRIVEWAY AND SEPTIC SYSTEM.
2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED.
3. ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED
WITH HAYBALES OR SILT FENCE.
4, ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3_1 SLOPES
1L
CONSTRUCTION ENTRANCE
NOT TO SCALE
1
X.
PROVIDE NON -TRACKING
CONSTRUCTION ENTRANCE
(SEE DETAIL)
�SNET
#181
FILTER
FABRIC
ANGLE 10° UP SLOPE
POST. FOR STABILITY AND
f 100o SELF CLEANINGPON
Df
COMPACTED TCI N .D °• I B�LI , THIS MAP IS SUBSTANTIALLY CORRECT
BACKFILL
A I N S IS 0 VALID WITHOUT A LIVE SIGNATURE
' D �{ ASD - Ea ., 0 TH VEYOR HEREON.
flak $- e
SILT FENCE IING
NOT TO SCALE 1 BY ����®�i��`�r •° ��'` i!� % , c -t1
'� : ' $ z S L.S. #70019 DATE
St
TEST HOLE DATA
WITNESSED BY MICHAEL KIRBY
UNCAS HEALTH DISTRICT - 6/6/18
TH#3A - 0"-86" SAND & GRAVEL TH#3C - 0"-95" SAND & GRAVEL
NO WATER NO WATER
NO LEDGE NO LEDGE
NO MOTTLING NO MOTTLING
TH#3B - 0"-82" SAND & GRAVEL TH#3D - 0"-34" LARGE STONES & ROCKS
NO WATER SE SIDE OF HOLE
NO LEDGE -34"-108 SAND & GRAVEL
NO MOTTLING NO WATER
NO LEDGE
NO MOTTLING
TEST HOLE DATA FROM REFERENCE MAP #1
JUNE 23, 1983
TH#3 - 0"-9" TOPSOIL,
- 9"-20" SUBSOIL
- 20"-60" MED. SANDY HARDPAN
NO WATER
NO MOTTLING
LEDGE zr 60"
PERC RATE - 1" IN 10 MIN.
PERC TEST ST DATA.
PERFORMED BY ADVANCED SURVEYS, LLC - 6/7/18
PERC #3
DEPTH - 36"
PRESOAK - 10:20 - DRY AT 11:00
11:30-8" 12:00-34"
11:35-15" 12:05-351/4"
11:40 - 21" 12:10 - 36" DRY
11:45- 25 1/2"
11:50 - 29 1/4"
11:55 - 32"
PERC RATE - 3 MINUTES PER INCH
MLSS DATA
PROPOSED LOT 50B-02
MLSS NEED NOT BE CONSIDERED
4 BEDROOM HOUSE REQUIRES 577.5 S.F.
OF EFFECTIVE LEACHING AREA
USE 58 FEET OF GEOMATRIX-GST 6212 (12" DEPTH)
(58 X 10.0 = 580 S.F.)
USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK
W/ OUTLET FILTER DEVICE
EXISTING LOT #50B
3 BEDROOM RESIDENCE
SLOPE 5%
PERC RATE - V IN 10 MINUTES
RESTRICTIVE - 60"
(HF) 20 X (FF) 1.5 X (PF) 1.0 = 30'
MLSS REQUIRED - 30'
MLSS PROVIDED 50'
3 BEDROOM HOUSE REQUIRES 495 S.F.
OF EFFECTIVE LEACHING AREA
USE 50 FEET OF GEOMATRIX-GST 6212 (12" DEPTH)
(50 X 10.0 = 500 S.F.)
USE 1,000 GAL. 2 COMPARTMENT. SEPTIC TANK
W/ OUTLET FILTER DEVICE
APPROVED BY THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSION
o
CHAlRMAN OR SE TARY DAJi
DATE OF COMPLETION OF ALL WORK
a ! °
SIGNATURE____�T DATE
PASSIVE SOLAR ENERG ECHNIQUE'SS PRESCRIBED BY LAW HAVE BEEN
CONSIDE DEVE OP NT70Ffl7IS'LAN.
CHAIRMAN OR SECRETARY
VOL. VOLUME
PG. PAGE
N/F NOW OR FORMERLY
S.F. SQUARE FEET
DH DRILL HOLE
MON MONUMENT
IPIN IRON PIN
REC. RECOVERED
CL&P CONNECTICUT LIGHT& POWER
SNET SOUTHERN NEW ENGLAND TELEPHONE
STONE WALL
280------ EXISTING CONTOUR
80 PROPOSED CONTOUR
- ---e PROPOSED SILT FENCE BARRIER
-----FD PROPOSED FOOTING DRAIN
IRON PIN OR DRILL HOLE TO BE SET
MONUMENMT TO BE SET
CL&P
17
CLEAR ALL VEGETATION & �;UN t W a1,L6
TO NEW STREETLINE ALONG SEAPSON LANE
AS NEEDED TO ACHIEVE 280' SIGHT DISTANCES (TYP.)
TO STREETLINE
EROSION AND SEDIMENT CONTROL PLAN:
1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE
TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE
DRIVEWAY AND SEPTIC SYSTEM.
2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED.
3. ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED
WITH HAYBALES OR SILT FENCE.
4, ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3_1 SLOPES
1L
CONSTRUCTION ENTRANCE
NOT TO SCALE
1
X.
PROVIDE NON -TRACKING
CONSTRUCTION ENTRANCE
(SEE DETAIL)
�SNET
#181
FILTER
FABRIC
ANGLE 10° UP SLOPE
POST. FOR STABILITY AND
f 100o SELF CLEANINGPON
Df
COMPACTED TCI N .D °• I B�LI , THIS MAP IS SUBSTANTIALLY CORRECT
BACKFILL
A I N S IS 0 VALID WITHOUT A LIVE SIGNATURE
' D �{ ASD - Ea ., 0 TH VEYOR HEREON.
flak $- e
SILT FENCE IING
NOT TO SCALE 1 BY ����®�i��`�r •° ��'` i!� % , c -t1
'� : ' $ z S L.S. #70019 DATE
St
TEST HOLE DATA
WITNESSED BY MICHAEL KIRBY
UNCAS HEALTH DISTRICT - 6/6/18
TH#3A - 0"-86" SAND & GRAVEL TH#3C - 0"-95" SAND & GRAVEL
NO WATER NO WATER
NO LEDGE NO LEDGE
NO MOTTLING NO MOTTLING
TH#3B - 0"-82" SAND & GRAVEL TH#3D - 0"-34" LARGE STONES & ROCKS
NO WATER SE SIDE OF HOLE
NO LEDGE -34"-108 SAND & GRAVEL
NO MOTTLING NO WATER
NO LEDGE
NO MOTTLING
TEST HOLE DATA FROM REFERENCE MAP #1
JUNE 23, 1983
TH#3 - 0"-9" TOPSOIL,
- 9"-20" SUBSOIL
- 20"-60" MED. SANDY HARDPAN
NO WATER
NO MOTTLING
LEDGE zr 60"
PERC RATE - 1" IN 10 MIN.
PERC TEST ST DATA.
PERFORMED BY ADVANCED SURVEYS, LLC - 6/7/18
PERC #3
DEPTH - 36"
PRESOAK - 10:20 - DRY AT 11:00
11:30-8" 12:00-34"
11:35-15" 12:05-351/4"
11:40 - 21" 12:10 - 36" DRY
11:45- 25 1/2"
11:50 - 29 1/4"
11:55 - 32"
PERC RATE - 3 MINUTES PER INCH
MLSS DATA
PROPOSED LOT 50B-02
MLSS NEED NOT BE CONSIDERED
4 BEDROOM HOUSE REQUIRES 577.5 S.F.
OF EFFECTIVE LEACHING AREA
USE 58 FEET OF GEOMATRIX-GST 6212 (12" DEPTH)
(58 X 10.0 = 580 S.F.)
USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK
W/ OUTLET FILTER DEVICE
EXISTING LOT #50B
3 BEDROOM RESIDENCE
SLOPE 5%
PERC RATE - V IN 10 MINUTES
RESTRICTIVE - 60"
(HF) 20 X (FF) 1.5 X (PF) 1.0 = 30'
MLSS REQUIRED - 30'
MLSS PROVIDED 50'
3 BEDROOM HOUSE REQUIRES 495 S.F.
OF EFFECTIVE LEACHING AREA
USE 50 FEET OF GEOMATRIX-GST 6212 (12" DEPTH)
(50 X 10.0 = 500 S.F.)
USE 1,000 GAL. 2 COMPARTMENT. SEPTIC TANK
W/ OUTLET FILTER DEVICE
APPROVED BY THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSION
o
CHAlRMAN OR SE TARY DAJi
DATE OF COMPLETION OF ALL WORK
a ! °
SIGNATURE____�T DATE
PASSIVE SOLAR ENERG ECHNIQUE'SS PRESCRIBED BY LAW HAVE BEEN
CONSIDE DEVE OP NT70Ffl7IS'LAN.
CHAIRMAN OR SECRETARY