Upload
others
View
7
Download
0
Embed Size (px)
Citation preview
!.
!.
!.
!.
!.
kj
EGGERT
LYNDAKER
NELLIST
AUSTIN
BANE
Lighthouse Wind
®
Author: HVSCoordinate System: NAD 1983 StatePlane New York West FIPS 3103 FeetProjection: Transverse MercatorDatum: North American 1983Units: Foot US
0 1 20.5Kilometers
0 0.8 1.60.4Miles
!.MetTower, Operating
!.MetTower,Proposed
kjSodar, Operating
Parcel Boundary Project Boundary
Existing and Proposed Meteorlogical Tower (MetTower)
Locations
MET Location Exhibit
Location of parcel boundaries and features shown on map are approximate and subject to final survey.
¯
County Parcel!. MetTower, Proposed
V
V V
V
VV Parcel Setback (295.3 ft. or 90 m)
0 260 520 780 1,040130Feet
Docu
ment
Path:
\\192
.168.2
.4\Da
ta\GI
S\GI
S_DB
\NY\
Proje
cts\10
66_S
OM\M
XDs\L
ando
wners
hip\E
xhibi
ts\Lig
hthou
se_M
ET_E
xhibi
t_Nell
ist_0
9052
014.m
xd
Proposed MET Location ExhibitBane, Donna Rae
Location of parcel boundaries and features shown on map are approximate and subject to final survey.
!. Proposed MET Tower (60m)Anchor Pts. (125 ft. from MET Tower)
! Parking and Loading Area! Point of Enrty and Exit
County Parcel
VV
VV Parcel Setback (295.3 ft. or 90 m)Access RoadWetlandSlope >= 5%
0 210 420 630 840105Feet
Docu
ment
Path:
\\ACE
-File\
GIS\
GIS_
DB\N
Y\Pr
ojects
\1066
_SOM
\MXD
s\Lan
down
ership
\Exh
ibits\
Lighth
ouse
_MET
_Exh
ibit_B
ane_
0302
2015
.mxd
Date: 3/3/2015
¯
Proposed MET Location ExhibitEggert, Barbara R
Location of parcel boundaries and features shown on map are approximate and subject to final survey.
!.MET Tower, ProposedAnchor Points (125 ft from MET Tower)
! Parking and Loading Area! Point of Enrty and Exit
County Parcel
VV
VParcel Setback (295.3 ft. or 90 m)Proposed Access RoadWetlandSlope > 5%Railroad
0 330 660 990 1,320165Feet
Docu
ment
Path:
\\ACE
-RA-
FS1\d
ata\G
IS\_P
rojec
ts\SO
M_Lig
hthou
se\M
XD\P
rojec
t\Ligh
thous
e_ME
T_Ex
hibit_
Egge
rt_20
1601
06.m
xd
Date: 1/7/2016
¯
Proposed MET Location ExhibitLyndaker, Charles E
Location of parcel boundaries and features shown on map are approximate and subject to final survey.
!.MET Tower, ProposedAnchor Points (125 ft from MET Tower)
!Parking and Loading Area!Point of Enrty and Exit
County Parcel
VV
VParcel Setback (295.3 ft. or 90 m)Proposed Access RoadWetlandSlope > 5%
0 370 740 1,110 1,480185Feet
Docu
ment
Path:
\\ACE
-RA-
FS1\d
ata\G
IS\_P
rojec
ts\SO
M_Lig
hthou
se\M
XD\P
rojec
t\Ligh
thous
e_ME
T_Ex
hibit_
Lynd
aker_
2016
0106
.mxd
Date: 1/7/2016
¯
62 NRG_60m_and_50m_XHD_TallTower_Installation_Manual_and_Specifications_Rev_2.02.docx 18 April 2011
60m XHD with Standard Footprint
Tower Layout
63 NRG_60m_and_50m_XHD_TallTower_Installation_Manual_and_Specifications_Rev_2.02.docx 18 April 2011
60m XHD with Standard Footprint
Site Layout
64 NRG_60m_and_50m_XHD_TallTower_Installation_Manual_and_Specifications_Rev_2.02.docx 18 April 2011
60m XHD with Standard Footprint
Code Compliance Curve – Imperial Units
65 NRG_60m_and_50m_XHD_TallTower_Installation_Manual_and_Specifications_Rev_2.02.docx 18 April 2011
60m XHD with Standard Footprint
Code Compliance Curve – SI Units
66 NRG_60m_and_50m_XHD_TallTower_Installation_Manual_and_Specifications_Rev_2.02.docx 18 April 2011
60m XHD with Standard Footprint
Stamped Drawing
67 NRG_60m_and_50m_XHD_TallTower_Installation_Manual_and_Specifications_Rev_2.02.docx 18 April 2011
60m XHD with Standard Footprint
Anchor Loads – Imperial Units (The loads shown on the graph apply to each of the anchors)
62 NRG_60m_and_50m_XHD_TallTower_Installation_Manual_and_Specifications_Rev_2.02.docx 18 April 2011
60m XHD with Standard Footprint
Tower Layout
63 NRG_60m_and_50m_XHD_TallTower_Installation_Manual_and_Specifications_Rev_2.02.docx 18 April 2011
60m XHD with Standard Footprint
Site Layout
64 NRG_60m_and_50m_XHD_TallTower_Installation_Manual_and_Specifications_Rev_2.02.docx 18 April 2011
60m XHD with Standard Footprint
Code Compliance Curve – Imperial Units
65 NRG_60m_and_50m_XHD_TallTower_Installation_Manual_and_Specifications_Rev_2.02.docx 18 April 2011
60m XHD with Standard Footprint
Code Compliance Curve – SI Units
66 NRG_60m_and_50m_XHD_TallTower_Installation_Manual_and_Specifications_Rev_2.02.docx 18 April 2011
60m XHD with Standard Footprint
Stamped Drawing
67 NRG_60m_and_50m_XHD_TallTower_Installation_Manual_and_Specifications_Rev_2.02.docx 18 April 2011
60m XHD with Standard Footprint
Anchor Loads – Imperial Units (The loads shown on the graph apply to each of the anchors)
68 NRG_60m_and_50m_XHD_TallTower_Installation_Manual_and_Specifications_Rev_2.02.docx 18 April 2011
60m XHD with Standard Footprint
69 NRG_60m_and_50m_XHD_TallTower_Installation_Manual_and_Specifications_Rev_2.02.docx 18 April 2011
60m XHD with Standard Footprint
Anchor Loads – SI Units (The loads shown on the graph apply to each of the anchors)
70 NRG_60m_and_50m_XHD_TallTower_Installation_Manual_and_Specifications_Rev_2.02.docx 18 April 2011
60m XHD with Standard Footprint
Baseplate Loads – Imperial Units
71 NRG_60m_and_50m_XHD_TallTower_Installation_Manual_and_Specifications_Rev_2.02.docx 18 April 2011
60m XHD with Standard Footprint
Baseplate Loads – SI Units
72 NRG_60m_and_50m_XHD_TallTower_Installation_Manual_and_Specifications_Rev_2.02.docx 18 April 2011
60m XHD with Standard Footprint
Tower Erection Forces (tower only) EIA-222-F wind velocity
Horizontal base reaction Winch anchor reaction (b)
0 m/s (0 mph) 23.1 kN (5200 lbs.) (a) 32.0 kN (7200 lbs) @ 44° from Horizontal Load spread between the 3 anchors or 10.7 kN (2400 lbs) per anchor
Tower Erection Forces (with typical NOW System – 2 booms at 40 m, 3 booms at 50 m, 3 booms at 58 m, cables) EIA-222-F wind velocity
Horizontal base reaction Winch anchor reaction (b)
0 m/s (0 mph) 25.8 kN (5800 lbs.) (a) 35.6 kN (8000 lbs) @ 44° from Horizontal Load spread between the 3 anchors or 11.9 kN (2667 lbs) per anchor
Notes: a) The maximum horizontal reaction occurs when the tower is just off the ground. b) Maximum force on the winch anchor during tower erection (occurs when tower is just above the ground). c) These values assume no safety factor.
73 NRG_60m_and_50m_XHD_TallTower_Installation_Manual_and_Specifications_Rev_2.02.docx 18 April 2011
60m XHD with Standard Footprint
Baseplate Geometry