LEGEND 34 12 - charlottevt.org5618C1B5-BAB5-4588-B4CF... · green bush road w. thompson point road...
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GREEN BUSH ROAD W. THOMPSON POINT ROAD 12" CMP INV.=188.9 FULL SEDIMENT 12" CMP INV.=189.3 FULL SEDIMENT SWALE 12" CMP INV.=198.8 FULL SEDIMENT 12" CMP INV.=199.7 FULL SEDIMENT SWALE BRACE POLE 18" MAPLE 18" ASH 16" MAPLE 16" LOCUST 18" MAPLE 16" MAPLE 20" MAPLE 22" MAPLE 26" MAPLE 26" MAPLE 24" MAPLE 20" MAPLE 22" MAPLE 14" MAPLE 16" MAPLE SWALE SWALE 20" MAPLE 18" MAPLE 16" BEECH 28" MAPLE PILE 14" MAPLE 30" MAPLE 20" MAPLE 20" MAPLE 22" MAPLE 30" MAPLE 14" MAPLE 14" MAPLE 14" MAPLE 16" MAPLE 18" MAPLE 18" MAPLE 18" MAPLE 20" MAPLE PATH THRESHOLD THRESHOLD 199.1 STONE WALL TEMPORARY BENCHMARK TOP OF WELL ELEV.=198.07 28" MAPLE 20" MAPLE 18" MAPLE 28" MAPLE CEDARS WOODS 12" SPRUCE BERRIES GARDEN 10" CEDAR BERRIES WOODS 4" MAPLE 4" GREEN HOUSE WOODS ROAD WOODS ROAD 14" MAPLE 18" BASSWOOD WALL THRESHOLD 190.6 10" SPRUCE 4" CEDAR 4" CEDAR BARN DIRT FLOOR STONES WOODS 22" ASH 18" ASH 14" MAPLE 20" MAPLE 22" MAPLE (2) 28" MAPLE 30" MAPLE 30" MAPLE 22" MAPLE 20" ASH 28" MAPLE 18" MAPLE 24" MAPLE 26" MAPLE 18" ASH 20" ASH REMNANT OF STONE WALL 24" MAPLE SHED W/ OIL TANK PROPANE TANK 30" MAPLE 22" MAPLE 18" MAPLE CONC. 197.9 18" MAPLE 24" MAPLE 1 2 " RBF 2.0 AG TOWN OE OE OE OE OE OE OE 18" MAPLE 26" MAPLE 26" MAPLE STONES 2" MAPLE 8" MAPLE 6" MAPLE 30" MAPLE STONE PAD WATER PRE-HEATER TANK EDGE OF GRAVEL DRIVE EDGE OF PAVED ROAD EDGE OF GRAVEL 214 214 213 211 209 208 207 206 204 202 204 203 206 211 212 213 201 197 196 198 194 191 192 193 194 197 196 198 199 196 197 198 199 201 202 203 204 206 207 208 211 212 193 194 192 186 187 188 189 191 192 193 194 196 197 198 199 201 167 168 169 171 172 173 174 177 178 179 181 182 183 184 186 187 188 189 191 192 176 177 178 179 181 182 183 184 193 194 194 196 197 198 199 186 187 188 189 190 195 200 200 205 210 210 205 200 190 190 180 175 185 195 1 2 " CRF 0.5 AG 1 2 " IRF 0.5 AG DISTURBED 50' SETBACK 50' SETBACK 50' SETBACK EXISTING WELL SHIELD 60' R.O.W. 60' R.O.W. 50' SETBACK EXISTING DRIVEWAY 10' MIN. 1 1 2 " SDR 26 PVC FORCE MAIN FM SS 4" SDR 35 PVC MIN. SLOPE 1 4 " / FT. (TYP.) 1000 GAL. SEPTIC TANK SIMPLEX PUMP STATION POSSIBLE DRIVEWAY CONFIGURATION POSSIBLE BUILDING LOCATION SEE SHEET C1.1 FOR DETAILED LAYOUT EXISTING DRIVEWAY WASTEWATER ISOLATION AREA FROM NEW / EXISTING WELLS 100' 200' PROPOSED WELL SEE ISOLATION AREA ON LOCUST MAP THIS SHEET APPROX. LOCATION OF EXISTING WW DISPOSAL SYSTEM W 3 4 " HDPE PROPOSED WELL ISOLATION AREA GREEN BUSH ROAD W. THOMPSON POINT ROAD E. THOMPSON POINT ROAD RAIL ROAD 190 180 170 160 200 210 220 230 220 210 200 190 180 170 160 150 140 WELL ISOLATION AREA DSM DSM MAB 1" = 30' 16162 C1.0 -- LOCATION MAP 1" = 2000' LaBERGE 4650 GREENBUSH ROAD CHARLOTTE VERMONT 05445 PROPOSED CONDITIONS SITE PLAN PROJECT LOCATION A C E NOTES 1. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT TO THE SURVEYED PREMISES. EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG SAFE (888-344-7233) PRIOR TO ANY CONSTRUCTION. 2. PROPERTY LINE INFORMATION IS BASED ON A PLAN ENTITLED "SUBDIVISION BY ROBERT A. LABERGE SHIRLEY M. LABERGE" DATED: NOVEMBER 1986 PREPARED BY GLENN TOWNE. THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE. MONUMENTATION RECOVERED IS CONSISTENT WITH RECORDED DOCUMENTS. 4. SITE INFORMATION IS BASED ON A FIELD SURVEY PERFORMED BY CIVIL ENGINEERING ASSOCIATES, INC JUNE 2016. CIVIL ENGINEERING ASSOCIATES, INC. SURVEY ORIENTATION IS "GRID NORTH", VERMONT COORDINATE SYSTEM OF 1983 (HORIZONTAL) AND NAVD88 (VERTICAL) ESTABLISHED FROM GPS OBSERVATIONS ON SITE. 3. CONTOUR INFORMATION IS BASED UPON A SURVEY PERFORMED BY CIVIL ENGINEERING ASSOCIATED AND LIDAR DATA FROM 2004. HORIZONTAL AND VERTICAL DATUM BASED ON VCS NAD 83 AND NAVD 88. TEST PIT AND SUBJECT PROPERTY WELL LOCATIONS WERE SITE LOCATED. ALL OTHER SITE INFORMATION IS BASED UPON ORTHOMETRIC PHOTOGRAPHY . LOCUST MAP SCALE 1" = 200' 4650 GREENBUSH ROAD CHARLOTTE VERMONT 05445 LEGEND OE S W 100 EXISTING CONTOUR EXISTING GRAVEL EXISTING PAVEMENT EXISTING SWALE EXISTING OVERHEAD ELECTRIC EXISTING GRAVITY SEWER EXISTING WATER TEST PIT PERCOLATION TEST PROJECT BENCHMARK EXISTING WELL EXISTING UTILITY POLE EXISTING GUY WIRE/POLE EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE EDGE OF BRUSH/WOODS APPROXIMATE SETBACK LINE APPROXIMATE PROPERTY LINE IRON ROD/PIPE FOUND PROPOSED ACCESSORY STRUCTURE PROPOSED WELL P:\AutoCADD Projects\2016\16162\1-CADD Files - 16162\Dwg\16162 - Site.dwg, 4/21/2017 9:11:13 AM, DWG To PDF.pc3
Transcript of LEGEND 34 12 - charlottevt.org5618C1B5-BAB5-4588-B4CF... · green bush road w. thompson point road...
GR
EE
N B
US
H R
OA
D
W. THOMPSON POINT ROAD
12" CMPINV.=188.9FULL SEDIMENT
12" CMPINV.=189.3FULL SEDIMENT
SWALE
12" CMPINV.=198.8FULL SEDIMENT
12" CMPINV.=199.7FULL SEDIMENT
SWAL
E
BRACEPOLE
18" MAPLE
18" ASH
16" MAPLE
16" LOCUST
18" MAPLE
16" MAPLE
20" MAPLE22" MAPLE
26" MAPLE
26" MAPLE
24" MAPLE
20" MAPLE
22" MAPLE
14" MAPLE16" MAPLE
SWAL
E
SWALE
20" MAPLE
18" MAPLE 16" BEECH
28" MAPLE
PILE
14" MAPLE
30" MAPLE
20" MAPLE
20" MAPLE
22" MAPLE
30" MAPLE
14" MAPLE
14" MAPLE
14" MAPLE
16" MAPLE
18" MAPLE18" MAPLE
18" MAPLE20" MAPLE
PATH
THRESHOLD198.9±
THRESHOLD199.1
STONE WALL
TEMPORARY BENCHMARKTOP OF WELLELEV.=198.07
28" MAPLE
20" MAPLE
18" MAPLE
28" MAPLE
CEDARS
WOODS12" SPRUCE
BERRIES
GARDEN
10" CEDAR
BERRIES
WOODS
4" MAPLE
4"
GREEN
HOUSE
WO
OD
S R
OAD
WOODS ROAD14" MAPLE
18" BASSWOOD
WALL
THRESHOLD190.6
10" SPRUCE
4" CEDAR
4" CEDAR
BARNDIRT FLOOR
STONES
WOODS
22" ASH
18" ASH
14" MAPLE20" MAPLE
22" MAPLE
(2) 28" MAPLE
30" MAPLE
30" MAPLE
22" MAPLE
20" ASH
28" MAPLE
18" MAPLE 24" MAPLE
26" MAPLE
18" ASH
20" ASH REM
NAN
T O
F ST
ON
E W
ALL
24" MAPLESHEDW/ OIL TANKPROPANE
TANK
30" MAPLE
22" MAPLE
18" MAPLE
CONC.197.9
18" MAPLE
24" MAPLE
12" RBF
2.0 AGTOWN
OE
OE
OE
OE
OE
OE
OE
18" MAPLE
26" MAPLE
26" MAPLE
STONES
2" MAPLE
8" MAPLE
6" MAPLE
30" MAPLE
STONE PADWATER PRE-HEATER TANK
EDGE OFGRAVELDRIVE
EDGE OFPAVED ROAD
EDGE OFGRAVEL
214
214213
211
209
208
207
206
204
202
204203
206
211
212
213
201
197196
198
194
191192
193
194
197
196
198
199
196197
198
199
201
202
203
204
206207
208
211212
193
194
192
186
187188
189
191
192
193194
196
197
198
199
201
167
168
169
171
172
173
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178
179181
182
183
184
186187
188189
191192
176177
178179
181182
183184
193
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196
197
198
199
186187
188189
190
195
200
200
205
210
210
205
200
190
190
180175
185
195
12" CRF
0.5 AG
12" IRF
0.5 AGDISTURBED
50'
SETBAC
K
50'SETBACK
50'SETB
AC
K
EXISTING WELL SHIELD
60' R.O.W.
60' R.O
.W.
50'SETBACK
EXISTING DRIVEWAY
10'MIN.
112" SDR 26 PVC
FORCE MAIN
FM
SS
4" SDR 35 PVCMIN. SLOPE 14" / FT. (TYP.)
1000 GAL.SEPTIC TANK
SIMPLEX PUMP STATIONPOSSIBLE DRIVEWAYCONFIGURATION
POSSIBLE BUILDINGLOCATION
SEE SHEET C1.1 FORDETAILED LAYOUT
EXISTING DRIVEWAY
WASTE
WATE
R ISOLA
TION A
REA FROM
NEW
/ EXIS
TING W
ELLS
100'
200'
PROPOSED WELLSEE ISOLATIONAREA ON LOCUSTMAP THIS SHEET
APPROX. LOCATIONOF EXISTING WWDISPOSAL SYSTEM
W
34" HDPE
PROPOSED WELLISOLATION AREA
GR
EE
N B
US
H R
OA
D
W. THOMPSON
POINT ROADE. THOMPSON
POINT ROAD
RA
IL R
OA
D
190
180 170
160
200
210
220
230
220
210
200190
180
170
160
150
140
546±4±
764±
1070±
249±
198±
WELLISOLATIONAREA
DSM
DSM
MAB
1" = 30'
16162
C1.0--
LOCATION MAP1" = 2000'
LaBERGE
4650 GREENBUSH ROADCHARLOTTE
VERMONT 05445
PROPOSEDCONDITIONS SITEPLAN
PROJECT
LOCATION
A
CE
NOTES
1. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALLUTILITIES LOCATED UPON OR ADJACENT TO THE SURVEYED PREMISES.EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTORSHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALL DISCREPANCIES SHALL BEREPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG SAFE(888-344-7233) PRIOR TO ANY CONSTRUCTION.
2. PROPERTY LINE INFORMATION IS BASED ON A PLAN ENTITLED "SUBDIVISION BYROBERT A. LABERGE SHIRLEY M. LABERGE" DATED: NOVEMBER 1986 PREPAREDBY GLENN TOWNE. THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOTINTENDED TO BE USED AS ONE. MONUMENTATION RECOVERED IS CONSISTENTWITH RECORDED DOCUMENTS.
4. SITE INFORMATION IS BASED ON A FIELD SURVEY PERFORMED BY CIVILENGINEERING ASSOCIATES, INC JUNE 2016. CIVIL ENGINEERING ASSOCIATES,INC. SURVEY ORIENTATION IS "GRID NORTH", VERMONT COORDINATE SYSTEMOF 1983 (HORIZONTAL) AND NAVD88 (VERTICAL) ESTABLISHED FROM GPSOBSERVATIONS ON SITE.
3. CONTOUR INFORMATION IS BASED UPON A SURVEY PERFORMED BY CIVILENGINEERING ASSOCIATED AND LIDAR DATA FROM 2004. HORIZONTAL ANDVERTICAL DATUM BASED ON VCS NAD 83 AND NAVD 88. TEST PIT AND SUBJECTPROPERTY WELL LOCATIONS WERE SITE LOCATED. ALL OTHER SITEINFORMATION IS BASED UPON ORTHOMETRIC PHOTOGRAPHY .
LOCUST MAPSCALE 1" = 200'
4650 GREENBUSH ROADCHARLOTTE
VERMONT 05445
LEGEND
OE
S
W
100 EXISTING CONTOUR
EXISTING GRAVEL
EXISTING PAVEMENT
EXISTING SWALE
EXISTING OVERHEAD ELECTRIC
EXISTING GRAVITY SEWER
EXISTING WATER
TEST PIT
PERCOLATION TEST
PROJECT BENCHMARK
EXISTING WELL
EXISTING UTILITY POLE
EXISTING GUY WIRE/POLE
EXISTING DECIDUOUS TREE
EXISTING CONIFEROUS TREE
EDGE OF BRUSH/WOODS
APPROXIMATE SETBACK LINE
APPROXIMATE PROPERTY LINE
IRON ROD/PIPE FOUND
PROPOSEDACCESSORYSTRUCTURE
PROPOSED WELL
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