HomeMy WebLinkAbout4312-5JURUPA AVENUE SURVEY CONTROL POINTS.
COAST SURVEYING CONTROL ASSOCIATED ENGINEERS CONTROL
HORIZONTAL DATUM
POINT NORTHING EAST ING ELEVATION DESCRIPTION POINT NORTHING EASTING ELEVATION DESCRIPTION
10009 1840460.64 6732669.36 1055.91 FND III IP SIERRA 1 1840204.77 6705778.80 FD 2" BRASS DISK FLUSH SEC.28,29,32,33 COORDINATES SHOWN ARE CCS ZONE 5, NAD -83 BASED ON SAN BERNARDINO
10019 1840401.64 6728675.72 1021.68 FND I IP OLEANDER 2 1839754.85 6705780.25 905.45 FD GIN SPK & WASHER LS 5750 PT 30000 HILTI NL ETIWANDA COUNTY GPS STATIONS 20384 AND 21178.
10036 1840296.33 6721863.23 971.06 C NAIL 3 1839769.00 6706919.93 902.51 FD GIN SPK & WASHER LS 5750 PT 30002 FD I" IP BC
20204 1840238.01 6708417.65 0.00 SPK LS 5750 NI/4 CO q 1839885.12 6707419.86 900.30 FD GIN SPK & WASHER LS 5750 PT 30004 PACIFIC & JURUPA
30000 1839754.85 6705780.25 905.47 HILTI NL 5 1839950.04 6707538.79 902.59 FD GIN SPK & WASHER LS 5750 PT 30005 FD I" IP EC
30001 1839756. 03 6705780.43 905.50 C NAIL
30002 1839769. 00 6706919.93 902.44 FD I " I P BC 6 1840271.28 6711055.58 916.52 FD GIN SPK &WASHER LS 5750 PT 30006 MULBERRY VERTICAL DATUM
30003 1839865.74 6707377.01 900.07 FD I" IP
30004 1839885.12 6707419.86 900.08 FD i" IP II 1840378.38 6727108.51 1012.07 FD I" IRON PIPE WITH NAIL PT 30024 FD I" IP CITRUS
30005 1839950.04 6707538.79 902.43 FD I" IP EC 12 1840421.18 6729995.50 1030.20 FD BRASS DISK IN WELL RCE 14232 CL CYPRESS & JURUPA ELEVATIONS SHOWN ARE NGVD-29 BASED ON PREVIOUSLY ESTABLISHED PROJECT
30006 1840271.28 6711055.58 916.45 GEAR SPIKE 20 1840233.23 6708058.04 913.63 SET CONC NAIL IN TOP OF CURB N/S JURUPA SURVEY CONTROL BY COAST SURVEYING.
30007 1840274.52 6712127.54 920.34 C NAIL 21 1840055.71 6707708.56 906.53 FD BT SPK & WASHER LS 5750 PT 30068 AT -3 IP LS4411 BC
30008 1840275. 68 67 12495. 56 917.20
22 1840234.84 6708152.84 914.92 FD GIN SPK & WASHER LS 5750 300' +/- W/O CHANNEL
%4 11 I P
30019 1840291.93 6719073.24 951.97 I" IP 23 1840271.88 6709307. 46 919.82 SET 60d SPK 15' N/0 NORTH CURB JURUPA 30020 1840245.91 6719073. 29 951.22 1 " IP 24 1840238.05 6708417.73 915.73 FD GIN SPK &WASHER LS 5750 CL CHANNEL & JURUPA
30023 1840421. 15 6729995.51 1030.20 BRASS CAP 25 1840275.68 6712495.56 917.25 FD I CSM PT 30008 FD%4 IP CALABASH SURVEY NOTES.
30024 1840378.38 6727108.51 1012.02 1" IP 26 1840265.72 6712589.44 917.04 SET 60d SPK IN MEDIAN E/S CALABASH & JURUPA
30025 18403 16.52 6723 149. 63 980.05
27 1840213.51 6713782.32 918.74 SET CONC NAIL IN PB BANANA & JURUPA ALL COORDINATES AND ELEVATIONS SHOWN ARE ENGLISH UNITS, UNLESS
%4 I P 28 1840278.77 6715227.00 934.49 SET 60d SPK IN MEDIAN E/S ALMOND ST I '
30028 1840546. 16 6737923. 70 1039.61 1 " IP 29 1840288.03 6716456. 16 938.57 FD I " IRON PIPE TAG MISSING CL CHERRY & JURUPA NOTED OTHERWISE.
30066 1840790.28 6705828.29 915.89 AT- I
30067 1839376.26 670577926 901.80 AT -2 30 1840286. 46 6717880.28 946. 00 SET 1X2 W/TACK IN MEDIAN E/S REDWOOD ST
A PREVIOUSLY ESTABLISHED SURVEY CONTROL (BY COAST SURVEYING) RECOVERED
30068 1840055.71 6707708.56 906.47 AT -3 IP LS4411 BC 31 1840293.98 6720498.99 963.62 FD I" IP W/TAG LS 5174 CL HEMLOCK & JURAUPA PT30083 AND HELD FOR HORIZONTAL POSITION.
30069 1840219.74 6709344.65 918 2d AT -4 SPK LS5750 32 1840303.78 6721866.75 971.06 SET PK NAIL NEAR INT BEECH & JURUPA
" -5 33 1840337.15 6724466.94 991.51 FD IIRON PIPE ILLEGIBLE CL POPLAR & JURUPA CONTROL MONUMENT AS ESTABLISHED BY ASSOCIATED ENGINEERS.
30070 1840925.97 6711076.42 927.66 AT
30071 1839573.24 6711004.20 908.32 AT_6 34 1840316.52 6723149.63 980.09 FD I" IRON PIPE W/TAG LS 5174 PT 30025 FD%4" IP ELM
35 1840377.54 6725757.30 1003.43 SET CONC NAIL IN AC NW COR CATAWBA & JURUPA +AT -6 INDICATES AERIAL CONTROL TARGET ESTABLISHED BY COAST SURVEYING.
30072 1840260.35 6713256.87 918.10 AT -7 36 1840337.59 6728666.18 1022.07 SET CONC NAIL a EDGE WALK S/S OLEANDER & JURUPA
30073 1840266.17 6715157.52 934.06 AT -8 37 1840375.87 6731280.73 1044.88 SET CONC NAIL IN WALK SW COR JUNIPER & JURUPA
30080 1840821.89 6716453.21 948.62 AT -9 38 1840460.64 6732669.36 1055.95 FD I" IRON PIPE NAIL & TAG LS 5749 PT 10009 SIERRA
30081 1839582.05 6716462.41 923.59 AT -10 39 1840470.93 6733301.00 1054.64 FD I" IRON PIPE NAIL & TAG LS 5390 VIA LARGA & JURUPA
30082 1840318.16 6718269.29 949'.12 AT -II 40 1840543.39 6734751.45 1049.36 SET CONC NAIL ® NE CURB RETURN VOLANTE & JURUPA
30083 1840293.98 6720498.99 963.58 AT -12 111IP 41 1840493.88 6734710.65 1049.64 FD I" IRON PIPE NAIL & TAG LS 5390 CL VOLANTE & JURUPA
30084 1841070.93 6721837.87 977.01 AT -13 42 1840559.86 6735679.82 1054.09 SET CONC NAIL ® NE CURB RETURN BANANA & JURUPA
30085 1839760.20 6721863.80 966.11 AT -14 43 1840574.33 6736567.95 1056.56 SET CONC NL ® BACK CURB NW CURB RETURN TAMARIND & JUR
30086 1840338.57 6723599.15 985.83 AT -15 20384 1840460.26 6732644.38 1055.72 FD I" IRON PIPE NAIL AND TAG LS 5749 PT 30099 SBCO GPS
30087 1840340. 70 6725801.07 1003.90 AT -16
30088 1840897. 72 6727 123. 14 1016.42 AT- 17 21 178 1840292. 05 6719163.53 952.70 FD 2" BRASS D I SKI/4 26/35 PT 30100 SBCO GPS 21 178
30089 1839892. 55 67271 17.91 1012.15 AT -18
30090 1840390. 08 6728789.32 1022.77 AT -19
30091 1840440. 60 6731316.57 1045.54 AT -20 SPIKE SCALE: 1"=1000'
30092 1841189.61 6732652.64 1047.60 AT -21 1000 0 500 1000
30093 1839879.03 6732687.12 1072.08 AT -22
30094 1840489. 13 6734427.44 1049.95 AT -23 GRAPHIC SCALE
30095 1840513.02 6736625.07 1058.18 AT -24
30096 1841054.65 6737895.95 1036.72 AT -25
30097 1840118.36 6737906.48 1058.89 AT -26
30098 1840204.84 6705778.90 911.63 SBCO GPS 20380
30099 1840460.26 6732644.38 1055.72 SBCO GPS 20384
30100 1840292.05 6719163.53 952.70 SBCO GPS 21178
Ct JURUPA AVENUE
30005 Ct JURUPA AVENUE w
D
902.43 w ¢ w w w w w w w w w w � Z)
FD 1" IP EC D F- w z w > > > _ w w > z w z
z cn z w w z z w z zLu Lu zo w z ow
90� 08 0068 ¢ z uj ¢ Lu Lu Q j Q > Q ¢ ¢ > ¢ 30092 v ¢ w ¢ ¢ ¢
FD 1" IP 906.47 = w > F- o ¢ ¢ Y 30084 Ix ¢ 1047.60 w w z z o 30096
977.01 0019 w AT -21
AT -3 IP LS4411 BC 30070 ¢ m o O O Q O AT -13 fw 30088 Z 1021.68 a �- a D go m W-
m 1036.72
927.66 30080 0 � v 1016.42 ¢ FND i" IP OLEANDER z ui w m 0 < AT -25 +
915.8 20204� of 948.62 o w 30019
-� PI ¢ AT -9 w > 1" Ip w 30024 O 30091 10009 1049.95
915.89 00 AT -5 30008 ¢ ¢ w+ " IP w 1012.0 +T-17 m 1055.91 30094 PI
1058.18
AT -1+ 30001 SPK LS 5750 N1 4 CO 917.20 = -' PI 300 20 10 091 42 43 1039.61
028
905.50 0006 /4" IP v 30082 30083 PI 10036 30086 1" IP
C NAIL 916.45P PI -
GEAR SPIKE 949.12 963.58 97L06 985.83 35 BRASS CAP AT -20 SPIKE FND 1 P SIE 1" IP
22 4 23 6 26 21178�3�30095
28 29 T-11 AT -12 1 IP C NAIL 34 AT -15 203 39 41
40
w 30098 20 30087 90 12
30097
911.63 25 27 30073 30 1003.90 1022.77 PI
8 31 32 002 33 36
Lu 1 SBCO GPS 20380 21 934.06 3/4" IP AT -16 AT -19 30099
980.05 o AT -24 1058.89+
Q 2 4 5 0007 0072 AT -8 3002 3100 +30089 1055.7 +30093 � AT -26
920.34 918.10 951.22 + w w SBCO GPS 20384 z
3 952.70 30085 1012.15 1072.08
30067 w w C NAIL AT -7 1" IP w 966.11 w z AT -18 z AT -22 >
0 901.80 D D 30081+ SBCO GPS 21178 D w w S.B.000NTY Q
v 30071+ w Z) AT -14 z
z+ AT -2 w 30069 908.32 z w 923.59 z w w Q > GPS #20384 Q
AT -10 S.B.000NTY w > >
¢ Q> AT -6 w > w > z ¢ ¢m N=560973.4084 LD
a ¢ 918.24 > ¢ GPS #21178 ¢ w W m cn
F AT -4 SPK LS5750 ¢ ¢ z _ > w E=2052114.1125
w 30003 U)'L N=560922.1385 v ¢ g ¢ J
w a F- a METRIC
900.07 o}c O ¢ E=2048005.139 Q
PI FD 1" IP w W Z METRIC m w m v v N=1840460.257
0000 m Z z .47 N=1840292.049 E-6732644.382
HILTI NL 900244 a m E=6719163.527 1 IRON PIPE
FD 1" IP BC S.B.CO. BRASS CAP
CL IMPROVEMENT
o REV. REVISION DESCRIPION DATE ENGR. CITY DATE Prepared v CITY OF F O N TA NA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT "' '�,�- O JURUPA AVENUE STREET IMPROVEMENTS
9
ode COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL > . 443 �' DRAWN BY: MM SME.
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, :`� .�c /3, SN0 11m .
HDR ENGINEERING INC. DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO ' . 0r, a DESIGNED BY: SURVEY CONTROL DA7E;
' BEFORE DAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS " , 12/5/2007
2880 MARKET STREET, SUITE 100 YOU DIG You DIGAND STANDARDS IN EFFECT. 0 ti��� CHECKED B�� BY: DRAINING NO.:
5
RIVERSIDE, CA 92501 ALL FREE'
ELIC SERVICE BY UNDERGROU D s -22 26 0 12/5/0T 'r'��//� -o "`1 0312��°� 431
(951) 320-7300 rvy CITY ENGINEER DATE: 47
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