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CONTROL POINT TABLE
HORIZONTAL DATUM:
NAD83/91 WSPCS N. ZONE, GRID NORTH
VERTICAL DATUM:
NAVD88, HOLDING CITY OF RENTON PUBLISHED ELEV FOR #1333 (G+O #5)
POINT
NORTHING
EASTING
ELEV.
DESCRIPTION
SFM-FOUND SURFACE MONUMENT, WSDOT
1
178757.14
1300526.48
38.23
CONTROL "BRYN- 3" BRASS DISC W/ PUNCH IN
SIDEWALK, W SIDE BURNETT AVE S "1993 BRYN"
SSNT=SET LG MAG NAIL W/ "G&O CONTROL" TAG,
2
179667.76
1297621.38
67.59
N CORNER INTX TAYLOR AVE NW & RENTON AVE
EXTENSION 0 CENTER OF EASTERN OF TWO
ASPHALT PEDESTRIAN ISLANDS.
SSNT, IN CENTER OF ASPHALT ISLAND ON W SIDE
3
180595.00
1294891.69
314.70
OF INTX OF S 130TH ST & RENTON AVE S. 5.3'
SW OF SW BACK OF CURB.
SFMC=FOUND MONUMENT IN CASE, 10' ESE OF
CENTER OF INTX THOMAS AVE SW & SW
4
178824.05
1295667.59
231.95
LANGSTON RD. EASTERN OF 3 CASED MONS. TACK
SET IN 4x4 CONC POST, DOWN 0.55'. CITY OF
RENTON CONTROL #1853.
SFMC, CENTER OF INTX 84TH AVE S & S 128TH
5
181190.67
1295717.12
387.35
ST. 3" BRASS DISC W/ PUNCH 0 CENTER, DOWN
1.0'. "19?7 1217 13118" CITY OF RENTON #1333.
SFMC, CENTER OF INTX 76TH AVE S & S 128TH
ST. 1 3/40 BRASS DISC W/ PUNCH "2007
6
181303.61
1293057.11
438.35
24288" DOWN 0.35' IN CASE. CITY OF RENTON
#1850 (RENTON DESC OUT OF DATE)
SSNT, 3.5' SSW OF NORTHERLY CURB FLOW LINE
100
180782.88
1294704.05
325.83
IN BUS LANE ALONG RENTON AVE S. S OF POWER
POLE #12812. W OF S 130TH ST.
SSN=SET MAG NAIL, 2.0' S OF S BACK OF CURB
101
180387.31
1295158.45
293.80
ALONG RENTON AVE S ® E SIDE DRWY TO OLD
GARDEN LOT 0 CATCH BASIN E OF S 130TH ST.
102
180146.38
1295391.59
272.10
SSN, 0.5' S OF S SIDEWALK EDGE. -12' E OF
AFTER SIDEWALK ANGLES AWAY FROM CURB LINE.
103
179867.95
1295632.93
248.43
SSNT, IN TRAFFIC ISLAND SW SIDE OF INTX
RENTON AVE S & S 132ND ST.
SSN, 0.5' N OF S BACK OF SIDEWALK, RENTON
104
179427.01
1296157.57
205.37
AVE S. W SIDE OF DRWY CUT. - 60' E OF
POWER POLE W/ LIGHT #1370898.
SSN, 0 BACK OF SIDEWALK S SIDE OF RENTON
105
179348.85
1296754.79
161.80
AVE S IN CONC SEAM. 8.5' W OF POWER POLE
W/ LIGHT #13211.
SSN, 0 BACK OF SIDEWALK S SIDE OF RENTON
106
179429.96
1297294.95
109.40
AVE S IN CONC SEAM. S OF 13256 RENTON AVE
S. 11.5' E OF TRAFFIC SIGN STOPLIGHT AHEAD.
SFMC, CENTERLINE RENTON AVE EXTENSION &
107
179764.24
1297824.41
48.11
HAYES PL SW IN CENTER TURN LANE. 1 3/4"
BRASS DISC W/ PUNCH.
108
179363.38
1297091.76
131.09
SSN, SSW BACK OF CURB 0 INTX RENTON AVE S
& SW VICTORIA ST.
SFM, CENTER LINE SW VICTORIA ST -180' W OF
109
179271.35
1297800.48
91.94
90TH AVE S INTX. 2" BRASS DISC W/ LARGE "X"
SSNT, 1' N OF S EDGE OF ASPHALT S 130TH ST.
110
180564.08
1294660.16
308.57
�8' WNW OF CATCH BASIN. N OF E SIDE 8025 S
130TH ST.
SURVEY NOTES:
1. HORIZONTAL DATUM: NAD 83/91 PER CITY OF RENTON CONTROL NETWORK,
HOLDING CONTROL POINT NO'S 1853 AND 1850.
1853 N=178824.0485 USFT E=1295667.5924 USFT
1850 N=181303.6105 USFT E=1293057.1055 USFT
2. VERTICAL DATUM: NAVD88 PER CITY OF RENTON CONTROL NETWORK,
HOLDING BENCHMARK NO'S 1333 AND 1853
1333 - FOUND MONUMENT IN CASE, INTERSECTION 84TH AVE S. AND S.
128TH STREET, ELEV.=387.345
1850 - FOUND MONUMENT IN CASE, INTERSECTION OF 76TH AVE S AND S
128TH STREET, ELEV=438.354
3. ALL DISTANCES ARE GROUND. AS IS MOST CASES WITHIN THE CITY OF
RENTON, THE COMBINED SCALE FACTOR WAS SO CLOSE TO 1.00000000
THAT NO SCALE FACTOR WAS APPLIED.
4. SURVEY PERFORMED USING LEICA GS16 GPS ON THE WSRN NETWORK AND
LEICA TCRP 1201+ 1 SECOND TOTAL STATION, USING TRAVERSE AND RADIAL
SURVEY METHODS. SURVEY MEETS OR EXCEEDS ACCURACY REQUIREMENTS
CONTAINED IN WAC 332-130-090.
5. TOPOGRAPHIC SURVEY PERFORMED JUNE 2017 THROUGH APRIL 2018 AND
REFLECTS THE GENERAL CONDITIONS ON THE GROUND AT THAT TIME.
RENTON AVENUE SOUTH CONSTRUCTION CENTERLINE ALIGNMENT TABLE
ANGLE
POINT
STATION
NORTHING
EASTING
DISTANCE
I BEARING
RADIUS
LENGTH
DELTA
BOA
5+00.00'
180822.31 '
1294577.00'
193.11'
S61' 19' 390E
PC
6+93.11'
180729.65'
1294746.43'
2081.86'
693.40'
019'05'00"
PT
13+86.51'
180302.70'
1295288.72'
873.26'
S42' 14' 390E
PC
22+59.77'
179656.23'
1295875.81'
800.00'
621.87'
044'32' 18"
PT
28+81.64'
179395.33'
1296423.14'
308.99'
S86' 46' 570E
PC
31 +90.63'
179377.99'
1296731.64'
1432.39'
909.37'
036'22'29"
PT/EOA
41 +00.00'
179608.96'
1297595.47'
SOUTH 130TH ST CONSTRUCTION CENTERLINE ALIGNMENT TABLE
ANGLE
POINT
STATION
NORTHING
EASTING
DISTANCE
BEARING
RADIUS
LENGTH
DELTA
BOA
100+00.00'
180580.57'
1294604.26'
600.00'
S87 30' 050E
EOA
106+00.00'
180554.41'
1295203.69'
SOUTH 132ND ST CONSTRUCTION CENTERLINE ALIGNMENT TABLE
ANGLE
POINT
STATION
NORTHING
EASTING
DISTANCE
I BEARING
RADIUS
LENGTH
DELTA
BOA
200+00.00'
179885.26'
1295489.81'
200.00'
S87 35' 240E
AP
202+00.00'
179876.85'
1295689.64'
100.00'
S89' 02' 200E
EOA
203+00.00'
179875.17'
1295789.62'
T-404304
0 1" 2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
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SHEET: 3/G-3
OF: 70
JOB NO.: 17534 1
DWG:SURVEY-CONTROL