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I 871 WANDA VJNR YARD
TRACT 10633 M.B. 148/69-82 TRACT 11688 M.B. 184/19-20 I M.B. i7/29
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CITRUS 165.04' 146.32' 12s.3o' `D AVENUE ,
- - - 99_75 - - 53.63 - - 330.06
N00'07'2cr - M
42 41 40 39 37 36
M
I 30' 30' M.B. 11/12
kcT 10831 M.B. 164/38-37 I TRACT 13439 M.B. z W F20lJ379-40i89MJ-TRoPJC LAND 8 WA715R CC
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60'
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PDR, SECTION 38, 7 I N, R 8 W, SBM >r1RB 87A7JONI
0 - - - -
_ 770.85' CITRUS � _ _ - AVENUE _ 1874.29' - - -
N00'15'25'W - - - - - - - ' - - o N00'15'25"W
34
TRACT 2181
M.B. 31/72
POR. ORANa9 HB1aHT8 ACRBB
30' 30'
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POR, 815 071 ON SO., 7 I N, R 8 W., SBMI J I H1aHLAND HA V9N M.B. 47/14-16 w
I TRA C7 3348 �
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5 31
----- -- -- -- --� AVENUE
------------- g g CITRUS g e `° g g
719.41, _ 529.95 _ _ - - - - - - 948.17' - - - -
- - - - - - - o - - - - - N00'15'23"W o - - - - --N0(715'23"W c c N00'15'23"W o
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POR. ORANaB HB1aHT8 ACR98 M.B. 19/23 TRACT 1909 M.B. 27/70
M.B. 19/23 1? W J �1
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BENCHMARK:
NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD-29) BASED ON FAST -STATIC
GPS SURVEY BETWEEN FOUR (4) SAN BERNARDINO COUNTY SURVEYOR'S BENCHMARKS
AS FOLLOWS:
1. BM # 6-5 (PSN 00482), BRASS DISK IN TOP OF CURB STAMPED "6-5 1970" AT
THE SOUTHEAST CORNER SIERRA AVENUE AND ENTRANCE ROAD TO COUNTY REFUSE
3 DISPOSAL SITE. ELEVATION: 1,594.957 (U.S. SURVEY FEET)
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2. BM # 7-13 (PSN 00508), BRASS DISK IN TOP OF CURB STAMPED "7-13 1970" AT
THE NORTHEAST CORNER CYPRESS AVENUE AND FOOTHILL BOULEVARD.
ELEVATION: 1,311.323 (U.S. SURVEY FEET)
3. BM # 7-15 (PSN 00510), BRASS DISK IN NORTHEAST CORNER (TOP) OF CONCRETE
RAILROAD BRIDGE ABUTMENT STAMPED 7-15 1970", 34 FEET NORTH OF
X1
FOOTHILL BOULEVARD AND 131 FEET WEST OF LIME AVENUE.
ELEVATION: 1,286.018 (U.S. SURVEY FEET)
4. BM # 8-17 (PSN 00534), BRASS DISK IN SOUTH CONCRETE BASE OF S.C.E. TOWER
CD
#195 STAMPED "8-17 1970", NEAR THE NORTHWEST CORNER OF HIGHLAND AVENUE
mI AND SAN SEVANE AVENUE, 343 FEET NORTH OF HIGHLAND AND 0.2 MILE WEST OF
SAN SEVAN E. ELEVATION: 1,428.609 (U.S. SURVEY FEET)
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BASIS OF BEARINGS:
THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS -83), ZONE 59 . EPOCH 1992.88,
BETWEEN SAN BERNARDINO COUNTY SURVEYOR'S GPS STATIONS 21126 AND 21293,
BEING NORTH 00'12'34" WEST. COORDINATES AND DISTANCES GIVEN IN THIS
PROJECT ARE GRID. TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES BY
0.999913396 (AVERAGE COMBINATION FACTOR BETWEEN SAID STATIONS).
LEGEND:
• 50 INDICATES FOUND MONUMENT (SEE POINT LIST)
• F50] INDICATES CALCULATED CENTERLINE POINT (SEE POINT LIST)
POINT LIST:
52'
52'
30
1870366.4321
6727041.3896
1" IRON PIPE, 0.15' W/O A INT., TO BE REPLACED BY CONTRACTOR.
31
1869647.0358
6727044.7422
1" IRON PIPE W/NAIL & TAG, A INT., TO BE REPLACED BY CONTRACTOR .
34
1867772.7657
6727053.1695
PK NAIL & WASHER ON A, TO BE REPLACED BY CONTRACTOR.
36
1866671.8627
6727057.3694
RR SPIKE & WASHER, 0.04' E/0 A
37
1866618.2318
6727057.4667
GEAR SPIKE & WASHER, 0.02' E/0 A
38
1866491.9275
6727057.7556
CARRIAGE BOLT & WASHER, 0.04' E/0 A
39
1866488.2332
6727057.7661
GEAR SPIKE & WASHER, 0.04' E/0 0 INT.
40
1866341.9090
6727058.1177
1" IRON PIPE W/TAG, 0.08' E/0 A
41
1866242.1580
6727058.3479
GEAR SPIKE & WASHER, 0.10' E/0 0
42
1866077.1234
6727058.6740
1" IRON PIPE W/TAG, 0.07' E/0 A INT.
123
251
1867001.9204
1869643.1035
6727056.6255
6727044.7828
2" IRON PIPE W/BRASS DISK, DOWN 0.20' IN AC PAVING
2" IRON PIPE W/BRASS DISK, DOWN 0.10' IN AC PAVING, 3.93' S/0 0 INT., �.��'® DRAmimc,
TO BE REPLACED BY CONTRACTOR. 06107
293
1871844.5377
6727034.9270
1" IRON PIPE W/BRASS TAG, DOWN 0.50' IN WELL MONUMENT, A INT.
385
1870896.3772
6727039.1719
A INT., INSTALL IRON PIPE WITH BRASS TAG IN WELL MONUMENT, A INT.
500
1868322.6361
6727050.7055
A INT., INSTALL IRON PIPE WITH BRASS TAG IN WELL MONUMENT, A INT.
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