NYC 9/11 Public Portal Document
THE WESTERLY PROLONGATION OF THE NORTHERLY LIMB OP VESEY STREET, 10.«i
FEET;
2. THENCE NORTH 18 DEGREES 10 MINUTES 00 SECONDS WEST, PARALLEL WITH
THE EASTERLY LINE OF WASHINGTON STREET, 188.57 FEET;
3. THENCE SOUTH 88 DEGREES 37 MINUTES 20 SECONDS EAST, ALONG THE
WESTERLY PROLONGATION OF THE SOUTHERLY LINE OF BARCLAY STREET, 10.61
FEET TO THE INTERSECTION OF THE EASTERLY LINE OF WASHINGTON STREET WITH
THE SOOTHERLY LINE OP BARCLAY STREET.;
4. THENCE SOUTH 18 DEGREES 10 MINUTES 00 SECONDS WEST, ALONG THE
EASTERLY LINS OF WASHINGTON STREET, 188.57 FEET TO THE POINT OR PLACE
OF BEGINNING.
EXCLUDING THAT VOLUME OF THE ABOVE DESCRIBED PARCEL LYING BETWEEN A
LOWER HORIZONTAL PLAME DRAWN AT ELEVATION S.40 AND AN UPPER HORIZONTAL
PLANE DRAWN AT ELEVATION 25.40 FOR PUBLIC PEDESTRIAN PASSAGE PROVIDED
THAT SUCH EXCLUDED VOLUME OF SPACE DOES NOT INCLUDE THOSE VOLUMES OF
SPACE THEREIN, NECESSARY FOR COLUMNS, TRUSSES AND FOUNDATIONS TO
SUPPORT THE PROPOSED PEDESTRIAN BRIDGE OVERHEAD.
BENEFIT EASEMENT
WASHINGTON STREET AREA
DAMAGE PARCEL NO. 2
ELEVATIONS ARE ACTUAL ANO REFER TO DATUM USED BY TBS TOPOGRAPHICAL
BUREAU, BOROUGH OF MANHATTAN, WHICH IS 2.7$ FEET ABOVE NATIONAL
GEODETIC SURVEY VERTICAL DATUM OF 1929 (UNITED STATES COAST AND
GEODETIC SURVEY DATUM) MEAN SEA LEVEL. SANDY HOOK, NEN JERSEY.
BEARINGS ARE IN THE SYSTEM USED ON THE BOROUGH SURVEY, BOROUGH
PRESIDENT’S OFFICE, MANHATTAN.
BENEFIT EASEMENT AT CORNER OF WASHINGTON AND BARCLAY STREETS
DAMAGE PARCEL NO. 3
BEGINNING AT THE CORNER FORMED BY THE INTERSECTION OP THE EASTERLY LINT
OP WASHINGTON STREET WITH THE SOUTHERLY LINE OP BARCLAY STREET:
I. RUNNING THENCE NORTH 88 DEGREES 37 MINUTES 20 SECONDS WEST, ALONG
THE WESTERLY PROLONGATION OF THE SOUTHERLY LINE OP BARCLAY STREET,
10.61 FEET;
2a TBZNCE NORTH 43 DEGREES 37 MINUTES 20 SECONDS WEST. 20.90 FEET:
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