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r 4 NOTES
Agmawt <' :. —r ,F 7;, rSiETM:�:.AG,.
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REV. REVISION DESCRIPTION DATE ENGR. MY DATE BASIS OF BEARING
Q'
THE CALIFORNIA COORDINATE SYSTEMOF 9993 (CCS -83), ZONE 5, EPOCH 1992.88, BETWEEN SAN
BERNARDINO COUNTY SURVEYOR'S GPS STATIONS 21129 AND 21289, BEING GRID AZIMUTH OF 1045°29°.
GRID VALUES WERE HELD FOR ALL POINTS, HOLDING SAN BERNARDINO COUNTY GPS POINT 21128 AS THE
V POINT OF ORIGIN. ALL POINTS WERE THEN ROTATED TO HOLD THE GRID AZIMUTH BASIS
V ®IAL TWO WORKING BENCHMARK
20' 10° 0 20' 40° BEFORE DAYS BEFORE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD-29) BASED ON SAN BERNARDINO
YOU ®IG YOU DIG
COUNTY GPS POINT 21129 FOR VERTICAL CONTROL, ELEVATION = 1319.338 AND
SCM H FEEr TOLL FREE 1-800-227-2800_ VERIFIED TO MATCH SAN BERNARDINO COUNTY BENCHMARK 478 (ELEV. 1275,152) PER
APUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CITY OF FONTANA CMC CENTER PARK —PHASE 9.
1131 W. SIXTH STREET, SUITE 350, ONTARIO, CA. 91782
PHONE: (909) 933-5225 FAIT: (909) 933-5225
Prepared Under The Supervision Of
CONSTRUCT PCC MULTIUSE TRAIL Pi
TYPICAL SECTION ON SHEET 2
CONSTRUCT ICC PAD PER DETAIL B
ON SIFT. 26.
@ GRADE EXISTING SURFACE PER PLAN
R/W TO R/W WITHIN CONSTRUCTION
FIELD -FIT GRADING AS REQUIRED A�
DIRECTED BY THE ENGINEER.
MSPOSMON NOTES
A
PROTECT IN [MACE
Q
CHECKED BY: DRAWING NO.:
,
3958 IFS
11611
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