NYC 9/11 Public Portal Document
I. RONNING* THENCE SOUTH ERL If ALONG A LINE FORMING AN ANGLE OF 77 DEGR
58 MINUTES 16 SECONDS ON ITS WESTERLY SIDE WITH THE SOUTHERLY LINE OP
3ARCLAY 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 A.S 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 NORTBERLY
SIDE WITH TSE PRECEDING COURSE. 42.80 FEET;
4. THENCE NORTBERLY FORMING AN ANGLE OF 78 DEGREES 16 MINUTES 38
SECO.NDS ON ITS EASTERLY SIDE WITH THE PRECEDING COURSE, 159.84 FEET TO
A POINT OF CURVATURE;
5. TBENCE STILL NORTHERLY ALONG THE ARC OF A CIRCLE CURVING TO THE LEFT
HAVING A RADIUS OF 34.83 FEET AMD A CENTRAL ANGLE OF 38 DEGREES 45
MINUTES 31 SECONDS. 23.56 FEET TO A POINT IN THS SOOTBERLY LIME OF
BARCLAY STREET;
6. THENCE EASTERLY ALONG THE SOUTHERLY LINE OF BARCLAY STREET, 58.20
FEET TO THE POINT OR PLACE OF BEGINNING.
ELEVATIONS ARE ACTUAL AMD REFER TO DATUM USED BY THE .TOPOGRAPHICAL
BUREAU, BOROUGH OF MANHATTAN, WHICH IS 2.75 FEET ABOVE NATIONAL
GEODETIC SURVEY VERTICAL DATUM OF 1929 (UNITED STATES COAST AND
GEODETIC SURVEY DATUM) MEAN SEA LEVEL, SANDY HOOK, HEN JERSEY.
BEARINGS ARE IN THE SYSTEM USED ON THE BOROUGH SURVEY, BOROUGH
PRESIOBWS OFFICE, MANHATTAN.
BENEFIT EASEMENT
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;
I. RUNNING THENCE DOE SOOTBr 105.43 FEET TO TBS SOOTBERLY LIMB OF VESE
STREETJ
2. THENCE NORTH 65 PEET 17 MINUTES 13 SECONDS WEST, ALONG THE SOUTHERI
LIME OF VESEY STREET, 34.02 FEET TO AM ANGLE POINT THEREIN:
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NYC-WTC_000169535
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