NYC 9/11 Public Portal Document
. X- .
—— • «• .
---- _____
3. THENCE’SOUTH 88 DEGREES 37 MINUTES 20 SECONDS EAST, 46.64 FEET;
4. THENCE SOUTH 46 DEGREES 22 MINUTES 40 SECONDS WEST, 20.98 FEET, TO A
POINT IN THE SOUTHERLY LINE OF BARCLAY STREET;
5. THENCE NORTH 88 DEGRESS 37 MINUTES 20 SECONDS WEST, ALONG THE
SOUTHERLY LINE OF BARCLAY STREET, 6.37 FEET TO THE POINT OR PLACE OF
BEGINNING.
EXCLUDING THAT VOLUME OF THE ABOVE DESCRIBED PARCEL LYING BETWEEN A
LOWER HORIZONTAL PLANE DRAWN AT ELEVATION 5.40 AND 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 AMD FOUNDATIONS TO
SUPPORT THE PROPOSED PEDESTRIAN BRIDGE OVERHEAD.
EZ.EVATZOMS ARE ACTUAL AND REFER TO DATUM USED BY THE TOPOGRAPHICAL
BUREAU, BOROUGH OP MANHATTAN, WHICH IS 2.75 FEST ABOVE NATIONAL
GEODETIC SURVEY VERTICAL DATUM OF 1929 (UNITED STATES COAST ANO
GEODETIC SURVEY DATUM) MEAN SEA LEVEL, SANDY HOOK, NEW JERSEY.
BEARINGS ARE IN THE SYSTEM USED ON THE BOROUGH SURVEY, BOROUGH
PRESIDENT'S OFFICE, MANHATTAN-.
BURDEN EASEMENT
FOR PUBLIC PEDESTRIAN PASSAGE ACROSS VESEY STREET DECK. FIFTEEN PEET IN
WIDTH.
VESEY STREET DECK AREA
(EASEMENT AREA NO. 1)
BEX3INNING AT THE CORNER FORMED BY THE INTERSECTION OF THE WESTERLY LINE
OF WEST BROADWAY ANO THE NORTHERLY LINE OF VESEY STREET:
I. RUNNING THENCE SOUTHERLY ALONG A LINE FORMING AN ANGLE OF 91 DEGREES
22 MINUTES 29 SECONDS OH ITS WESTERLY SIDE WITH NORTHERLY LINE OF VESEY
STREET, 105.43 FEET TO THE SOUTHERLY LINE OF VESEY STREET;
2. THENCE WESTERLY ALONG THE SOUTHERLY LINE OF VESEY STREET, 34.02 FEET
TO AM ANGLE POINT THEREIN.
3. THENCE WESTERLY STILL ALONG THE SOUTHERLY LINE OP VESEY STREET
forming ah ANGLE OF 204 DEGREES 42 MINUTES 47 SECONDS OH ITS NORTHERLY
SIDE WITH THE PRECEDING COURSE, 92.12 PEET;
4. THENCE NORTHERLY ALONG A LINE FORMING AN ANGLE OF 88 DEGREES 37
HINUTES 31 SECONDS ON ITS EASTERLY WITH THE PRECEDING COURSE, 109.13
FEET;
NYC-WTC_000169520
OCR can misread numbers and units. Confirm readings against the page image before using them.