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REV. p REVISION DESCRIPTION
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111117T IN 16 0
LROADRIGHT-OF-WAY
MAPLE AVE.
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THE CALIFORNIA COORDINATE SYSTEM OF 1903 (CCS -03), ZONE 5, EPOCH 1992.06, BETWEEN SAN
BERNARDINO COUNTY SURVEYOR'S GPS STATIONS 21120 AND 21289, BEING GRID AZIMUTH OF 103°45°29°.
GRID VALUES WERE HELD FOR ALL POINTS, HOLDING SAN BERNARDINO COUNTY GPS POINT 21125 AS THE
POINT OF ORIGIN. ALL POINTS WERE THEN ROTATED TO HOLD THE GRID AZIMUTH BASIS
BENCHMARK
NATIONAL GEODETIC VERTICAL DATUM OF 9929 (NG1lD 29) BASED ON SAN BERNARDINO
COUNTY GPS POINT 21129 FOR VERTICAL CONTROL, ELEVATION ® 1319.335 AND
VERIFIED TO MATCH SAN BERNARDINO COUNTY BENCHMARK 476 (ELEV. 1275.152) PER
CITY OF FONTANA CIVIC CENTER PARR — PHASE 1.
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REV. p REVISION DESCRIPTION
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I
111117T IN 16 0
LROADRIGHT-OF-WAY
MAPLE AVE.
�_ . y...,..
THE CALIFORNIA COORDINATE SYSTEM OF 1903 (CCS -03), ZONE 5, EPOCH 1992.06, BETWEEN SAN
BERNARDINO COUNTY SURVEYOR'S GPS STATIONS 21120 AND 21289, BEING GRID AZIMUTH OF 103°45°29°.
GRID VALUES WERE HELD FOR ALL POINTS, HOLDING SAN BERNARDINO COUNTY GPS POINT 21125 AS THE
POINT OF ORIGIN. ALL POINTS WERE THEN ROTATED TO HOLD THE GRID AZIMUTH BASIS
BENCHMARK
NATIONAL GEODETIC VERTICAL DATUM OF 9929 (NG1lD 29) BASED ON SAN BERNARDINO
COUNTY GPS POINT 21129 FOR VERTICAL CONTROL, ELEVATION ® 1319.335 AND
VERIFIED TO MATCH SAN BERNARDINO COUNTY BENCHMARK 476 (ELEV. 1275.152) PER
CITY OF FONTANA CIVIC CENTER PARR — PHASE 1.
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C;1MULTIUSE
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?
TYPICAL _ EC I , .. t ;
CONSTRUCT STEEL BOLLARD WITH FOOTING.
(3—PER RAMP) SEE SPEC. AND DETAIL 2
ON E T 178.
(0) CONSTRUCT STREET IDENT�FICATION SIGN
PER DETAIL ON SHEET 18.
J ,
GRADE EXISTING SURFACE PER P, FROM
•fV TO RI'A, WITHIN
CONSTRUCTION
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3958