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TOPOGRAPHIC SURVEY
A PORTION OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.,
CITY OF RENTON, KING COUNTY, WASHINGTON
STORM CATCH BASIN
TYPE I
RIM=25.46
IE=22.04, 8"CMP S
STORM CATCH BASIN
TYPE I
RIM=23.19
IE=21.43, 4"PVC E
IE=20.39, 6"PVC E
IE=18.27, 8"PVC S
STOP
"RAYMOND AVE. S. W.
"S. W. GRAD WAY"
SEWER MANHOLE x Pi 125
RIM=24.41 O � 8
x �� �� x25Fo 4.98
�5 C
ti� �5
SID 24.82
2�5 Boa ASPHALT 24.5a2�+
x 2� ego 6" MAPLE
20'-
x
So hk \Z�� x '\ 24 1
� \-.
x
5
2��95 O
STORM DRAIN MANHOLE x ��. 2 N -Ln <
TYPE II r
RIM=24.37 titi. x�ti � A c
IE=14.37, 18"CONC N N 11,j x �� 25.
IE=14.52, 18"CONC E 23- 3
IE=14.57, 12"CONC S I
IE=14.82, 12-CONC SIN o 122.71 3
In 22. I
STORM DRAIN MANHOLE
TYPE II �2 LL
RIM=21.94 CONCRETE �g �x Il
IE=16.34, 8"PVC E SWALE W/CHANNEL DRAIN
IE=15.29, 36"CMP S THROUGH SIDEWALK \:30
TBM MAG NAIL #1
N: 174099.19
E. 1295578.71
ELEV. 20.94
SANITARY SEWER MANHOLE -
TYPE 11
RIM=20.74
IE=7.72, 12"CONC N
IE=8.07, 12"CONC E
IE=8.29, 10" CONC S
BLOCKED PIPE W
STORM CATCH BASIN
TYPE I
RIM=19.22
IE=14.84, 12"CONC N
IE=15.18, 12"PVC E
IE=14.86, 12"CONC S
STORM CATCH BASIN
TYPE II
RIM=17.95
IE=13.65,
12"CONC N
IE=14.53,
8"CONC E
IE=13.80,
12"CONC S
IE=13.90,
12"CONC W
MAG NAIL #11
N: 173983.01
E. 1295575.93
ELEV.• 20.03
FOUND MONUMENT
CONCRETE WITH PIN
DOWN 0.9' FROM SURFACE
05118117
SCRIBE #13
+ N: 174302.58
E. 1295627.24
CT/IOII /IA T/ILI MA CIAI
„ �v WAY
STORM CATCH BASIN I� �6 FOUND MONUMENT
11
TYPE 1 �, ' . I IN CASE
RIM=26.49 2" BRASS DISK
IE=23.04, 8"CMP S 1 ' ��'.� NO VISIBLE MARKS
o ' DOWN 0.6' FROM SURFACE
05118117
461,061,
NORTH
HORIZONTAL SCALE: 1"=20'
20 0 20 40
N
-C:) X �� 11 - - i
HORIZONTAL DATUM
_
- STORM CATCH BASIN
1 ASPHALT
- _
-22 _27 °
WASHINGTON PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD
TYPE I
RIM=26.60
oo 26a2
x
a
a a , �'CS 21
83/2011
BASED ON GPS OBSERVATION UTILIZING THE WASHINGTON
IE=22.80, 8"CMP N
ti6 oa
�� \ /
STATE REFERENCE NETWORK (WSRN)
IE=22.60, 12"CMP IN
_xCFI
59 xti6bv
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a °° a °
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_
- -_ - 3"� xqR
-
,
30
MEASURED NORTH 01°26'49" EAST BETWEEN TWO FOUND
x I6
a /� - -
MONUMENTS ALONG SENECA AVE. S.
�1 x 2
a 6
° 7 2/ 25
= -°�
_ 24 2 P
VERTICAL DATUM
x
�7"
� ��- -
� x�'21 343.42
I
NAVD 88
x 20 �> i AaR25' PLAT
W
S���� nFPLAT)
i
I
BASED ON GPS OBSERVATION UTILIZING THE WSRN WITH
NGS GEOIDI8 LOADED
30'
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TEMPORARY BENCHMARK ELEVATION = 20.94
DESCRIPTION: MAG NAIL # 12 LOCATED ON RAYMOND AVE. SW.
SOUTHWESTERLY OF THE SOUTHWESTERLY MOST CONCRETE
NOTES
1. EQUIPMENT USED: TOPCON QS AND/OR CARLSON CR2+ ROBOTIC TOTAL
STATION AND TOPCON GR3 RTK/GPS
2. THIS SURVEY WAS PERFORMED BY FIELD TRAVERSE WITH THE FINAL
RESULTS MEETING OR EXCEEDING THE CURRENT TRAVERSE AND RELATIVE
POSITIONAL ACCURACY STANDARDS CONTAINED IN W.A.C. 332-130-085 AND
W.A.C. 332-130-090. THE RELATIVE POSITIONAL ACCURACY OF THE
POSITIONS LOCATED HEREON MEETS OR EXCEEDS 2 CM (0.07 FT.) PLUS 50
PARTS PER MILLION BETWEEN ANY TWO TESTED POSITIONS. ALL
MEASUREMENTS WERE MADE WITH A TOPCON QS ROBOTIC TOTAL STATION IN
ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S SPECIFICATIONS.
3. IN ACCORDANCE WITH THE REVISED CODE OF WASHINGTON (R.C.W.) 58.09
AND THE WASHINGTON ADMINISTRATIVE CODE (W.A.C.) 332-130, THIS
SURVEY MAY DEPICT OCCUPATIONAL INDICATORS THAT DIFFER FROM THE
DEEDED LOT LINES. THESE INDICATORS, IF AT ALL PRESENT, MAY
REPRESENT A POTENTIAL FOR CLAIMS OF UNWRITTEN TITLE. THIS SURVEY
DOES NOT PURPORT TO RESOLVE SUCH ITEMS.
4. FIELD WORK PERFORMED IN FEBRUARY 2023 AND SEPTEMBER 2022, UNDER
SITTS & HILL JOB NUMBER 19682.
5. UTILITIES AS SHOWN HEREON ARE BASED ON FIELD SURVEY OBSERVATION
OF UTILITY LOCATE SERVICES PERFORMED BY C-N-I LOCATES IN
SEPTEMBER 2022 FOR THIS SURVEY. THIS HAS BEEN SUPPLEMENTED BY
RECORD INFORMATION PROVIDED BY CITY OF RENTON. RECORD UTILITY LINES
SHOWN HEREON ARE DEPICTED WITH A DASHED LINETYPE AS SHOWN IN THE
LEGEND. UTILITIES OTHER THAN SHOWN MAY EXIST ON THE SITE. THE
SURVEYOR DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN
ARE IN THE EXACT LOCATION INDICATED. THE SURVEYOR DOES CERTIFY
THAT THEY ARE SHOWN AS ACCURATELY AS POSSIBLE FROM FIELD SURVEY
AND PAINTED UTILITY LOCATE LINES. COLLECTION AND DEPICTION OF
EXISTING SUBSURFACE UTILITY DATA IS CONSISTENT WITH QUALITY LEVEL B
OF THE ASCE STANDARD GUIDELINES 38-02.
6. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A TITLE REPORT.
EASEMENTS, ENCUMBRANCES OR OTHER RIGHTS RELATED TO TITLE MAY
EXIST WITHIN THE SURVEYED AREA. THE MAPPING LIMITS EXIST WITHIN THE
EXTENTS OF THE SUBJECT PARCEL. THE PARCEL BOUNDARY IS NOT
ILLUSTRATED HEREON. THE PARCEL BOUNDARY CAN BE PROVIDED UPON
REQUEST.
7. THIS SURVEY COMPLIES WITH W.A.C. 332-130-145. THE CONTOURS
DEPICTED HEREON ARE BASED ON DATA FROM DIRECT FIELD
MEASUREMENTS. SPOT ELEVATIONS ARE BASED ON DIRECT FIELD
MEASUREMENTS AND ARE DEPICTED FOR REFERENCE. THE PURPOSE OF
THIS TOPOGRAPHIC MAP IS TO SERVE AS A BASE MAP FOR CONTEMPLATED
SITE IMPROVEMENTS AND DESIGN.
...... .. FOUND MONUMENT
90 � >, IE=15.02, 12 CONC S � , �+ 4"X4" CONCRETE
x �o, v OIL WATER SEP. SOUTH I I I JJ WITH PIN
1 DOWN 1.2' FROM SURFACE
N x ,i BLOCK WALL STORM CATCH BASIN I I
o5ti � Ky TYPE 11 05118117
I LLj RIM=20.78
= 6 xLti LI IE=14.88, 12"CMP E I -
° x �o� (36 I IE=14.86, 12"CMP W 1A
2 IE=14.51, 12"CONC N
STORM CATCH BASIN
I F-+ TYPE II
j RIM=17.53
IE=17.63, 24 "CMP N
IE=17.53, 24"CMP S I '�J 12TH ST• - I LEGEND
IE=0/L W 3, 8 S. CMP W W
' OIL WATER SEP. WEST '�� ' 9 FOUND MONUMENT AS NOTED FIRE DEPARTMENT CONNECTION TPN TAX PARCEL NUMBER
+MAG NAIL #3002 '2� 26"E 546.10
') 10 R-1)
N: 174009.84 O SURVEY CONTROL POINT, AS NOTED POST INDICATOR VALVE FF FINISH FLOOR ELEVATION
,l ' (546 01 IRRIGATION CONTROL VALVE
E. 129576 ® CALCULATED MONUMENT AS NOTED
- ASPHALT SURFACE
Q SANITARY SEWER MANHOLE 0GAS METER
0❑ STORM MANHOLE POWER CABINET - a CONCRETE SURFACE
❑ STORM CATCH BASIN ❑o POWER TRANSFORMER
2Q � LEGAL DESCRIPTION O STORM CLEAN OUT O BOLLARD o 0 0 o RIVER ROCK SURFACE
0 ROOF DRAIN DO GATE POST
- ' LOT 6 THROUGH 16, INCLUSIVE, BLOCK 28, C.D. HILLMAN'S EARLINGTON ❑ TELEPHONE RISER
GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NO. 1, ACCORDING TO M WATER VALVE
THE PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 74, IN KING ® WATER METER OT COMMUNICATIONS MANHOLE
1 ' - COUNTY, WASHINGTON
�Q FIRE HYDRANT ri SIGN
0 WATER VAULT 0 DECIDUOUS TREE
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BOUNDARY LINE
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LOT LINE
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SECTION LINE
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ROAD CENTERLINE
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STORM DRAIN LINE
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SANITARY SEWER LINE
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BURIED WATER LINE
SHEET NO.
BURIED GAS LINE
1
OF
1
BURIED POWER LINE
BURIED TELECOM. LINE
PROJECT NO. M
FIBER OPTIC LINE
19682
CHAIN LINK FENCE