NYC 9/11 Public Portal Document
I.
1. RONNING* THENCE SOUTHERLY ALONG A LINE FORMING AN ANGLE OF 77 DEGREES
58 MINUTES 16 SECONDS ON ITS WESTERLY SIDE WITH THE SOUTHERLY LINE OF
BARCLAY STREET, 183.50 FEET TO A POINT IN THE NORTHERLY LINE OF VESEY
STREET.
2. THENCE WESTERLY ALONG THE NORTHERLY LINE OF VESEY STREET, 8.06 FEET
TO AN ANGLE POINT THEREIN;
3. THENCE WESTERLY STILL ALONG THE NORTHERLY LINE OF VESEY STREET,
FORMING AN angle OF 179 DEGREES 12 MINUTES 52 SECONDS ON ITS NORTHERLY
SIDE WITH THE PRECEDING COURSE, 42.80 FEET;
4. THENCE NORTHERLY FORMING AN ANGLE OF 78 DEGREES 16 MINUTES 38
SECONDS ON ITS EASTERLY SxDE WITH THE PRECEDING COURSE, 1S9.84 FEET TO
A POINT OF CURVATURE;
5. THENCE STILL NORTHERLY ALONG TSE ARC OF A CIRCLE CURVING TO THE LEFT
HAVING A RADIUS OF 34.83 FEET AND A CENTRAL ANGLE OF 38 DEGREES 45
MINUTES 31 SECONDS, 23.56 FEET TO A POINT IN THE SOUTHERLY LINE OF
BARCLAY STREET;
6. THENCE EASTERLY ALONG TSE SOUTHERLY LINE OF BARCLAY STREET, 58.20
FEET TO THE POINT OR PLACE OF BEGINNING.
ELEVATIONS ARE ACTUAL AND REFER TO DATUM USED BY THE TOPOGRAPHICAL
BUREAU, BOROUGH OF MANHATTAN, WHICH IS 2.75 FEET ABOVE NATIONAL
GEODETIC SURVEY VERTICAL DATUM OF 1925 (UNITED STATES COAST AND
GEODETIC SURVEY DATUM) MEAN SEA LEVEL, SANDY HOOK, HEN JERSEY.
SEARINGS ARE IN THE SYSTEM USED ON TRE BOROUGH SURVEY, BOROUGH
PRESIDENT'S OFFICE, MANHATTAN.
BENEFIT EASEMEirT
VESEY STREET DECK AREA
DAMAGE PARCEL NO. 1
ALL THAT PORTION OF THE BELOW DESCRIBED PARCEL LYING BETWEEN AN
INCLINED LOWER PLANE DRAWN AT ELEVATION 26.50 AT ITS EASTERLY END TO
ELEVATION 23.00 AT ITS WESTERLY END AND A HORIZONTAL UPPER PLANE DRAWN
AT ELEVATION 81.90, BOUNDED AMO DESCRIBED AS FOLLOWS;
BEGINNING AT THE CORNER FORMED BY THE INTERSECTION OF THE WESTERLY LIN
OF WEST BROADWAY WITH THE NORTHERLY LINE OF VESEY STREET;
1. RONHIIW THENCE DOE SOOTH, 105.43 FEET TO TBS SOOTHERLt LIKE OF VESI
STREET;
2. THENCE NORTB 65 PEET 17 MINUTES 13 SECONDS WEST, ALONG THE SOOTHER!
LINE OF VESEY STREET, 34.02 FEET TO AM ANGLE POINT THEREIN,
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NYC-WTC_000169442
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