lighthouse wind

24
! . ! . ! . ! . ! . k j EGGERT LYNDAKER NELLIST AUSTIN BANE Lighthouse Wind ® Author: HVS Coordinate System: NAD 1983 StatePlane New York West FIPS 3103 Feet Projection: Transverse Mercator Datum: North American 1983 Units: Foot US 0 1 2 0.5 Kilometers 0 0.8 1.6 0.4 Miles ! . MetTower, Operating ! . MetTower, Proposed k j Sodar, Operating Parcel Boundary Project Boundary Existing and Proposed Meteorlogical Tower (MetTower) Locations

Upload: others

Post on 03-Dec-2021

6 views

Category:

Documents


0 download

TRANSCRIPT

!.

!.

!.

!.

!.

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

74 NRG_60m_and_50m_XHD_TallTower_Installation_Manual_and_Specifications_Rev_2.02.docx 18 April 2011

60m XHD with Standard Footprint