proposed subdivision plans$5($ $&5(6LOT NO. 15$5($ $&5(6LOT NO. 1620' BUILDING SETBACK (TYP.)15' BUILDING SETBACK (TYP.)
15' BUILDING SETBACK (TYP.)30' BUILDING SETBACK (TYP.)20' BUILDING SETBACK (TYP.)15' BUILDING SETBACK (TYP.)
15' BUILDING SETBACK (TYP.)30' BUILDING SETBACK (TYP.)974 lin. ft.MIXED CONIFER ANDDECIDUOUS WOODSMIXED CONIFER ANDDECIDUOUS WOODSMIXED CONIFER ANDDECIDUOUS WOODSMIXED CONIFER ANDDECIDUOUS WOODSMIXED CONIFER ANDDECIDUOUS WOODSOHOHOHOH OH OHOHOHOHOHOHOH OH OHOHOHOHOHOHOHOHOHOHOH OHOHOHWW W W W W W W W W WEXISTING 24" D.I.P. WATER MAINEXISTING BUILDINGSTO BE RAZEDSTOPSIGN"BRENNAN ESTATES"MONUMENT SIGNPAINTEDSTOP LINEPROPOSEDCONCRETEMONUMENT (TYP.)PROPOSEDCONCRETEMONUMENT (TYP.)PROPOSEDCONCRETEMONUMENT (TYP.)PROPOSEDCONCRETEMONUMENT (TYP.)HIGHWAY BOUNDARYWWWWWWEXISTING 24" D.I.P. WATER MAINAEHTR
O
TN
SA SINGLE-FAMILY COMMUNITY$4'00#0'56#6'557$&+8+5+1024'2#4'&(146*1/#5$4'00#06#:+&01ÄÄ ÄÄSUBDIVISION PLANMAP REFERENCES:1:"QUINCY LANE SUBDIVISION THE MICHAELS GROUP, INC. CORINTH ROAD TOWN OF QUEENSBURY"PREPARED BY NACE ENGINEERING P.C. AND VAN DUSEN & STEVES, LAND SURVEYORS, DATEDAPRIL 15, 2003, SCALE 1" = 60'.2:"MAP OF A PROPOSED SUBDIVISION MADE FOR R. GLEN & SANDRA E. BROWN TOWN OFQUEENSBURY, WARREN COUNTY, NEW YORK" PREPARED BY VAN DUSEN & STEVES, LLC, DATEDSEPTEMBER 29, 2000, SCALE 1" = 100'.GENERAL MAP NOTES:1:NORTH ORIENTATION AND BEARINGS ARE BASED ON MAP REFERENCE #1.2:TOTAL AREA IS 22.720 ACRES WHICH IS COMPRISED OF TAX MAP PARCELS 315.00-1-12.1 AND315.00-1-12.2.3:THIS PROPOSED SUBDIVISION DOES NOT LIE WITHIN THE BOUNDARIES OF THE ADIRONDACK PARK.4:THIS PROPOSED SUBDIVISION WILL BE SERVICED BY MUNICIPAL WATER AND INDIVIDUAL SEPTICSYSTEMS.5:REGARDING FLOOD HAZARD, THE PROJECT SITE IS DEPICTED ON FLOOD INSURANCE RATE MAPTOWN OF QUEENSBURY, NEW YORK WARREN COUNTY COMMUNITY PANEL NO. 360879 0031 BPREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY HAVING AN EFFECTIVE DATE OFJULY 16, 1984. THE SITE IS LOCATED IN AN AREA IDENTIFIED AS ZONE C WHICH IS DEFINED AS"AREAS OF MINIMAL FLOODING".6:THIS PROPERTY IS LOCATED WITHIN THE QUEENSBURY UNION FREE SCHOOL DISTRICT.7:THIS PROJECT IS LOCATED WITHIN THE WEST GLENS FALLS FIRE PROTECTION DISTRICT.8:ZONING INFORMATION:SR-1A SUBURBAN RESIDENTIAL - 1 ACRE MINIMUM LOT SIZE/43,560 SQ. FT.BUILDING SETBACKS:FRONT:30 FT.SIDE:15 FT.REAR:20 FT.9:THE SUBDIVISION ROAD KNOWN AS "BRENNAN'S LANE", THE WATER LINE AND THE DRAINAGEUTILITIES WITHIN THE STREET BOUNDARY ARE TO BE DEDICATED TO THE TOWN OF QUEENSBURYUPON COMPLETION AND ACCEPTANCE BY THE TOWN.10:THE STREET LIGHTS AND LANDSCAPING OF THE BOULEVARD ISLANDS AND CUL-DE-SAC IS TO BEMAINTAINED BY THE BRENNAN ESTATES HOMEOWNERS ASSOCIATION. THE DEVELOPER ISRESPONSIBLE FOR THE INSTALLATION OF THESE AMENITIES AND THE FORMATION OF THEHOMEOWNERS ASSOCIATION.11: THIS SUBDIVISION PLAN IS IN COMPLIANCE WITH THE ZONING ORDINANCE OF THE TOWN OFQUEENSBURY.20' WIDE NON-DISTURBANCE BUFFER,CUTTING OF VEGETATION IS PROHIBITED8'- 0"5'- 0"1'- 4"1'- 7 1/2"8"4'- 0"1'- 0"1'- 4"NOTE: CARVED WOOD SIGN PANELAREA: 20 Sq. Ft.Hutchins Engineering PLLC291814-01
LOT NO. 15LOT NO. 16
2%
24%
26
SEPTICSYSTEMAREASEPTICSYSTEMAREA SEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREA15' BUILDING SETBACK (TYP.)
15' BUILDING SETBACK (TYP.)30' BUILDING SETBACK (TYP.)20' BUILDING SETBACK (TYP.)15' BUILDING SETBACK (TYP.)30' BUILDING SETBACK (TYP.)SEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREAOHOHOHOHOHOHOH OHWW
10% GRADE>9% GRADEHIGHWAY BOUNDARY383
383
381 XD WWWWWEXISTING 24" D.I.P. WATER MAIN50% RESERVEAREA TYP.50% RESERVEAREA TYP.50% RESERVEAREA TYP.50% RESERVEAREA TYP.50% RESERVEAREA TYP.3603703803900+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+00K = 141.05A.D. = -1.42PVI ELEV = 386.50PVI STA = 5+50BVCS: 4+50BVCE: 387.94
EVCS: 6+50
EVCE: 383.64
387.94
387.13
386.15
384.98
383.64
379.36
377.50 -1.44%393.70392.98392.26391.54390.82390.10389.38388.66387.94
-2.86%383.64
382.21
380.79
379.36
1.00%377.50
378.00
378.50
379.00
379.50
380.00
380.50 EXISTING GROUNDPROPOSED FINISH GRADE-0+31.37
HYDRANT AND VALVE ASSEMBLY
STA. 4+98.98 ~ 38.55' LEFT
HYDRANT AND VALVE ASSEMBLY
STA. 12+50.65 ~ 29' LEFT
6+50
9+24
DW # 5 & DW #6
EDGE OF EXISTING PAVED SHOULDER 0+15HIGH POINT
K = 25.93A.D. = 3.86PVI ELEV = 376.50PVI STA = 9+00LOW POINT STA = 9+24.07LOW POINT ELEV = 376.87BVCS: 8+50
BVCE: 377.93
EVCS: 9+50
EVCE: 377.00
377.93
376.98
377.00
11+50
DW # 9 # DW#10
ELEV.=394.20'
DW #3 & DW #4
3+00DW #1 & DW #2
T.F. = 383.64'
T.F. = 376.62'
T.F. = 378.75'
T.F = 391.10'
9+45
DW # 7 & DW #8
T.F. = 376.95'
30' BUILDING SETBACK (TYP.)MIXED CONIFER ANDMONUMENT (TYP.)50% RESERVEAREA TYP.AEHTR
O
TN
S$4'00#0'56#6'557$&+8+5+1024'2#4'&(146*1/#5$4'00#06#:+&01ÄÄ ÄÄPLAN AND PROFILE30 SCALE STORM DETAILSEE 30 SCALE STORMTHIS PAGEHutchins Engineering PLLC291814-01
2%
26
2%
24%
26
2%
26
2%
24%
26
20' BUILDING SETBACK (TYP.)15' BUILDING SETBACK (TYP.)30' BUILDING SETBACK (TYP.)SEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREAMIXED CONIFER ANDDECIDUOUS WOODSMIXED CONIFER ANDDECIDUOUS WOODS8% GRADE$5($ $&5(6AREA OF SLOPE 387IN EXCESS OF 25%50% RESERVEAREA TYP.50% RESERVEAREA TYP.50
%
R
E
S
E
R
V
E
ARE
A
T
Y
P
.
50
%
R
E
S
E
R
V
E
ARE
A
T
Y
P
.50% RESERVEAREA TYP.AREA OF SLOPEIN EXCESS OF 25%$5($ 64)711+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+00K = 28.57A.D. = -7.00PVI ELEV = 382.00PVI STA = 14+50HIGH POINT STA = 13+78.57HIGH POINT ELEV = 381.14BVCS: 13+50BVCE: 381.00EVCS: 15+50EVCE: 376.00381.00381.06380.25378.56376.00
K = 24.00A.D. = 5.00PVI ELEV = 368.20PVI STA = 16+80BVCS: 16+20
BVCE: 371.80
EVCS: 17+40
EVCE: 367.60
370.19
368.33
K = 49.66A.D. = 2.01PVI ELEV = 365.00PVI STA = 20+00LOW POINT STA = 19+99.66LOW POINT ELEV = 365.25BVCS: 19+50
BVCE: 365.50
EVCS: 20+50
EVCE: 365.51
365.50
365.25
365.51 1.00%378.50379.00379.50380.00380.50381.00 -6.00%376.00373.00
-1.00%367.50
367.00
366.50
366.00
365.50
1.01%365.51
366.01
366.52
367.03
367.53
367.57 360370380390EXISTING GROUNDPROPOSED FINISH GRADEHYDRANT
STA. 20+10.03 ~ 29' RIGHT
WATER VALVE
HYDRANT AND VALVE ASSEMBLYSTA. 12+50.65 ~ 29' LEFT
16+78
DW#13 & DW #14
19+97
CATCH BASIN
11+50DW # 9 # DW#10
18+50
CB #1 & DW #15
21+50
CB#2 & DW #20
T.F. = 378.75'
T.F. = 368.77'
T.F. = 365.00'
T.F. = 366.25'
T.F. = 366.27'
16+50
DW#11 & DW #12
T.F. = 370.18'
19+85
CATCH BASIN
T.F. = 365.00'
2%
24%
26
2%
26
2%
24%
26
50
%
R
E
S
E
R
V
E
ARE
A
T
Y
P
.
50
%
R
E
S
E
R
V
E
ARE
A
T
Y
P
.AEHTR
O
TN
S$4'00#0'56#6'557$&+8+5+1024'2#4'&(146*1/#5$4'00#06#:+&01ÄÄ ÄÄPLAN AND PROFILE6 Ft. WIDE ASPHALT PATH30 SCALE STORM DETAILRIM=365.00'CB (LEFT)RIM=365.00'CB (RIGHT)SEE DETAILTHIS SHEETHutchins Engineering PLLC291814-01
LOT NO. 15LOT NO. 16
2%
24%
26
2%
SEPTICSYSTEMAREASEPTICSYSTEMAREA SEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREA20' BUILDING SETBACK (TYP.)15' BUILDING SETBACK (TYP.)
15' BUILDING SETBACK (TYP.)30' BUILDING SETBACK (TYP.)20' BUILDING SETBACK (TYP.)15' BUILDING SETBACK (TYP.)
15' BUILDING SETBACK (TYP.)30' BUILDING SETBACK (TYP.)SEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREAMIXED CONIFER ANDDECIDUOUS WOODSMIXED CONIFER ANDDECIDUOUS WOODSMIXED CONIFER ANDDECIDUOUS WOODSOHOHOHOH OH OHOHOHOHOHOHOH OH OHOHOHOHOHOHOHOHOHOH OHOHOHWW W W W W W W W WEXISTING 24" D.I.P. WATER MAIN
EXISTING BUILDINGSTO BE RAZEDSTOPSIGN"BRENNAN ESTATES"MONUMENT SIGNPAINTEDSTOP LINE10% GRADE>9% GRADEHIGHWAY BOUNDARY393
3
9
4
392
391
38
9
3
7
8
3
7
8
3
8
1
3
8
3
3
7
9
3
7
7
3
7
3
3
6
8
3
6
5
383
383
381
377
379
3
7
9XDWWWWWWEXISTING 24" D.I.P. WATER MAIN50% RESERVEAREA TYP.50% RESERVEAREA TYP.50% RESERVEAREA TYP.50% RESERVEAREA TYP.50% RESERVEAREA TYP.50% RESERVEAREA TYP.AEHTR
O
TN
S20' WIDE NON-DISTURBANCE BUFFER,CUTTING OF VEGETATION IS PROHIBITED$4'00#0'56#6'557$&+8+5+1024'2#4'&(146*1/#5$4'00#06#:+&01ÄÄ ÄÄGRADING PLANREMOVE VEGETATION FROMROAD SHOULDER BACK 25' FORADDITIONAL SIGHT DISTANCENOTE:UNDERGROUND STRUCTURES AND UTILITIES HAVE BEENPLOTTED FROM DATA OBTAINED FROM PREVIOUS MAPS ANDRECORD DRAWINGS AND FIELD SURVEY. THE LOCATION OFSURFACE FEATURES SUCH AS CATCH BASIN RIMS, MANHOLECOVERS, WATER VALVES, ETC. AND ELEVATION DATA SUCH ASCOVER ELEVATIONS AND PIPE INVERTS ARE THE RESULT OFFIELD SURVEY UNLESS NOTED OTHERWISE. THERE MAY BEOTHER UNDERGROUND UTILITIES, THE EXISTENCE OF WHICHARE NOT KNOWN TO THE UNDERSIGNED. THE SIZE, LOCATIONAND THE ELEVATIONS OF ALL UNDERGROUND UTILITIES ANDSTRUCTURES MUST BE VERIFIED BY THE APPROPRIATEAUTHORITIES. THE "UNDERGROUND FACILITIES PROTECTIVEORGANIZATION" MUST BE NOTIFIED PRIOR TO CONDUCTINGTEST BORINGS, EXCAVATION, AND CONSTRUCTION. CALL1-800-962-7962.380COORDINATE WITH WARRENCOUNTY D.P.W.Hutchins Engineering PLLC291814-01
2%
26
2%
24%
26
2%
26
2%
24%
26
20' BUILDING SETBACK (TYP.)15' BUILDING SETBACK (TYP.)15' BUILDING SETBACK (TYP.)30' BUILDING SETBACK (TYP.)SEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREAMIXED CONIFER ANDDECIDUOUS WOODSMIXED CONIFER ANDDECIDUOUS WOODS8% GRADE
$5
(
$
$
&
5
(
6
AR
E
A
O
F
S
L
O
P
E
378 381383
3863873
8
7
3
8
6
3
8
0
3
7
3
3
7
0
3
6
6
3
6
8
3
6
6
3
6
7
3
6
8
3
6
7
364379377373368365383383
3
6
9
379
IN
E
X
C
E
S
S
O
F
2
5
%50% RESERVEAREA TYP.50% RESERVEAREA TYP.50% RESERVEAREA TYP.50
%
R
E
S
E
R
V
E
ARE
A
T
Y
P
.
50
%
R
E
S
E
R
V
E
ARE
A
T
Y
P
.50% RESERVEAREA TYP.AREA OF SLOPEIN EXCESS OF 25%$5($ 64)7AEHTR
O
TN
S20' WIDE NON-DISTURBANCE BUFFER,CUTTING OF VEGETATION IS PROHIBITED$4'00#0'56#6'557$&+8+5+1024'2#4'&(146*1/#5$4'00#06#:+&01ÄÄ ÄÄGRADING PLANNOTE:UNDERGROUND STRUCTURES AND UTILITIES HAVE BEENPLOTTED FROM DATA OBTAINED FROM PREVIOUS MAPS ANDRECORD DRAWINGS AND FIELD SURVEY. THE LOCATION OFSURFACE FEATURES SUCH AS CATCH BASIN RIMS, MANHOLECOVERS, WATER VALVES, ETC. AND ELEVATION DATA SUCH ASCOVER ELEVATIONS AND PIPE INVERTS ARE THE RESULT OFFIELD SURVEY UNLESS NOTED OTHERWISE. THERE MAY BEOTHER UNDERGROUND UTILITIES, THE EXISTENCE OF WHICHARE NOT KNOWN TO THE UNDERSIGNED. THE SIZE, LOCATIONAND THE ELEVATIONS OF ALL UNDERGROUND UTILITIES ANDSTRUCTURES MUST BE VERIFIED BY THE APPROPRIATEAUTHORITIES. THE "UNDERGROUND FACILITIES PROTECTIVEORGANIZATION" MUST BE NOTIFIED PRIOR TO CONDUCTINGTEST BORINGS, EXCAVATION, AND CONSTRUCTION. CALL1-800-962-7962.380Hutchins Engineering PLLC291814-01
LOT NO. 15LOT NO. 16SEPTICSYSTEMAREASEPTICSYSTEMAREA SEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREA20' BUILDING SETBACK (TYP.)15' BUILDING SETBACK (TYP.)
15' BUILDING SETBACK (TYP.)30' BUILDING SETBACK (TYP.)20' BUILDING SETBACK (TYP.)15' BUILDING SETBACK (TYP.)
15' BUILDING SETBACK (TYP.)30' BUILDING SETBACK (TYP.)SEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREAMIXED CONIFER ANDDECIDUOUS WOODSMIXED CONIFER ANDDECIDUOUS WOODSMIXED CONIFER ANDDECIDUOUS WOODSOHOHOHOH OH OHOHOHOHOHOHOH OH OHOHOHOHOHOHOHOHOHOHOH OHOHOHWW W W W W W W W W WEXISTING 24" D.I.P. WATER MAIN
EXISTING BUILDINGSTO BE RAZEDSTOPSIGN"BRENNAN ESTATES"MONUMENT SIGNPAINTEDSTOP LINE10% GRADE>9% GRADEHIGHWAY BOUNDARY393
3
9
4
392
391
38
9
3
7
8
3
7
8
3
8
1
3
8
3
3
7
9
3
7
7
3
7
3
3
6
8
3
6
5
383
383
381
377
379
3
7
9XDWWWWWWEXISTING 24" D.I.P. WATER MAIN50% RESERVEAREA TYP.50% RESERVEAREA TYP.50% RESERVEAREA TYP.50% RESERVEAREA TYP.50% RESERVEAREA TYP.50% RESERVEAREA TYP.AEHTR
O
TN
S20' WIDE NON-DISTURBANCE BUFFER,CUTTING OF VEGETATION IS PROHIBITED$4'00#0'56#6'557$&+8+5+1024'2#4'&(146*1/#5$4'00#06#:+&01ÄÄ ÄÄCLEARING, EROSION AND SEDIMENTATIONREMOVE VEGETATION FROMROAD SHOULDER BACK 25' FORADDITIONAL SIGHT DISTANCE380CONTROL PLANCLEARING LIMITSLIMITS OF DISTURBANCEGRAVEL CONSTRUCTION ACCESSROCK INLET/OUTLET PROTECTIONGRASS OUTLET SEDIMENT TRAPSILT FENCESOIL STOCKPILELIMIT OF DISTURBANCECHECK DAMCURB DROP INLETCATCH BASIN SEDIMENT TRAPSYMBOLTYPEEROSION AND SEDIMENTCONTROL LEGENDHutchins Engineering PLLC291814-01
20' BUILDING SETBACK (TYP.)15' BUILDING SETBACK (TYP.)15' BUILDING SETBACK (TYP.)30' BUILDING SETBACK (TYP.)SEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREASEPTICSYSTEMAREAMIXED CONIFER ANDDECIDUOUS WOODSMIXED CONIFER ANDDECIDUOUS WOODS8% GRADE
$5
(
$
$
&
5
(
6
AR
E
A
O
F
S
L
O
P
E
378 381383
3863873
8
7
3
8
6
3
8
0
3
7
3
3
7
0
3
6
6
3
6
8
3
6
6
3
6
7
3
6
8
3
6
7
3
6
4
379377373368
3
6
5
383383
3
6
9
379
IN
E
X
C
E
S
S
O
F
2
5
%50% RESERVEAREA TYP.50% RESERVEAREA TYP.50% RESERVEAREA TYP.50
%
R
E
S
E
R
V
E
ARE
A
T
Y
P
.
50
%
R
E
S
E
R
V
E
ARE
A
T
Y
P
.50% RESERVEAREA TYP.AREA OF SLOPEIN EXCESS OF 25%$5($ 64)7AEHTR
O
TN
S$4'00#0'56#6'557$&+8+5+1024'2#4'&(146*1/#5$4'00#06#:+&01ÄÄ ÄÄCLEARING, EROSION AND SEDIMENTATIONCONTROL PLAN380GRAVEL CONSTRUCTION ACCESSROCK INLET/OUTLET PROTECTIONGRASS OUTLET SEDIMENT TRAPSILT FENCESOIL STOCKPILELIMIT OF DISTURBANCECHECK DAMCURB DROP INLETCATCH BASIN SEDIMENT TRAPSYMBOLTYPEEROSION AND SEDIMENTCONTROL LEGEND20' WIDE NON-DISTURBANCE BUFFER,CUTTING OF VEGETATION IS PROHIBITEDHutchins Engineering PLLC291814-01
Hutchins Engineering
Call Before You Dig
Wait The Required Time
Confirm Utility Response
Respect The Marks
Dig With Care
800-962-7962
www.digsafelynewyork.com
Dig
New York