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TOPOGRAPHIC SURVEY
A PORTION OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., -
11
CITY OF RENTON, KING COUNTY, WASHINGTON STORM CATCH BASIN o - �� FOUND MONUMENT
TYPE 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
4'1011�16
NORTH
HORIZONTAL SCALE: 1 "=20'
20 0 20 40
- N - - LO X �� - - I HORIZONTAL DATUM
SCRIBE #13 Y - STORM CATCH BASIN ` ASPHALT -21 -27 WAS
4�N: 174302.58 STORM CATCH BASIN �pY WA - ' TYPE I 83/
�7 RIM 26.60 �, x 26a2 a - 2� BAS
STORM CATCH BASIN E: 1295627.24 TYPE I (FIRST AVE--) ' IE=22.80, 8 CMP N ti6 b �� �� \ / STA
TYPE I RIM21.41, " �FI� IE=22.60, 12 CMP W x 0 IE=21.41, 8 CMP N °
IEM22.0468"CMP S IE=21.31, 12"CMP E „w 550.�5'' 2659 x 26b a ° a. jx o - - _ 3`,� 1\ MEA
30' I MON
' o IE=21.31, 12 CMP W Sjj°2� 2� GTON �a x 265 x a 1� - - - - - 6a
- "WASHINAUTD „ �1 x 26. ° a2� o- - V - 26 25- -24.
STORM CATCH BASIN CALCULATED \ -� STATE S ASSN 6�5 x ti6 a °�7
INTERSECTION F F1 z DEALER 25 2
TYPE I PER R-1 A -x z ti5 x ti6 x 6 TO -' � 1 �
RIM=23.19 6 �� 20�� x 26. a x7", w 343.42 I BASE
IE=21.43, 4 PVC E 10.26 -\ - - d a �k x 26. PLAT) 2� 2
IE=20.39, 6"PVC o 6 x 26_ - - - a a x 106 ' - 7>. (498- i6 S� ° (343.25 PLAT)I I I NGS
6 PVC E \ o.� a.
IE=18.27, 8"PVC S �� 2 N ASPHALT _ o' �" x 7 - -26 - - a x 6a i ��
w �_ _ W 26- g x T� a x 20 �6 6 g �� I I TEMP
_ a a - ,2 DES
x ti6Qk ' �' ° as �� f - - -26 - �» 200 - - I N SOU
STOP - - - - - - - CONCRETE a - - 5. ti I C'
-26------ - 6 ° �o 25-�2 fy 2516 ASPHALT o
"RA YMOND AVE. S. W.; w 2 ��60 - x 2N,, 12 x NOTES
"S. W. GRAD Y WAY" I W 50. 0' � s9 �6� ti6 � - 26 6 5� �� -25" I ti 2� as
2 x Lw
6a �545 2s�6 - - -2 re- a _ -��7" X25 - ° 5ti \ I°b 5 I I o 1. EQUIPMENT USED: TOPCON QS AND/OR CARLSON CR2+ ROBOTIC TOTAL
x tip° I N STATION AND TOPCON GR3 RTK/GPS
�25 7' MAPLE 24- I
SEWER MANHOLE ti5 �� 25 ?4.6 tt� - g - - I ti y� o
Xi6 MAPLE Z 2. THIS SURVEY WAS PERFORMED BY FIELD TRAVERSE WITH THE FINAL
RIM=24.41 % i �^ EAVE- RESULTS MEETING OR EXCEEDING THE CURRENT TRAVERSE AND RELATIVE
520 5oa _ T 6' MAPL 23. 1 I POSITIONAL ACCURACY STANDARDS CONTAINED IN W.A.C. 332-130-085 AND
x 2 x o TE a i 34 23� i -` 23? I I W.A.C. 332-130-090. THE RELATIVE POSITIONAL ACCURACY OF THE
Fo 94.98 � i � �>- 235 � �x 2I ���� I
�5 So 25 �� 4 i 4 24 i I POSITIONS LOCATED HEREON MEETS OR EXCEEDS 2 CM (0.07 FT.) PLUS 50
4 16° �q5 23'4 X 23.8 y5a T N 3340404730 I PARTS PER MILLION BETWEEN ANY TWO TESTED POSITIONS. ALL
So 24.82 ° N �� a5 5 6 6 I MEASUREMENTS WERE MADE WITH A TOPCON QS ROBOTIC TOTAL STATION IN
o l� oa 20.0 I I WSA A PROPERTY L�LC. , I) JAI
� I ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S SPECIFICATIONS.
�� � a. 90 ASPHALT 24.586' MAPLE `� ° � STORM CATCH BASIN � l��.r-+ � g�1� I
so �` a95 I 20'_ GATE ° TYPE 1 I I ���� (�,� r�l�� I I 3. IN ACCORDANCE WITH THE REVISED CODE OF WASHINGTON (R.C.W.) 58.09
/ x 2�224\ \ 3 5 �, �, X 2y66 aka RIM=23.25 �i�l� \ ��J, '� I I AND THE WASHINGTON ADMINISTRATIVE CODE (W.A.C.) 332-130, THIS
2 < o a° IE=17.92, 8 PVC N
so 2�ga 2� x 2� o ¢ �, a ADD] rl,'�, SURVEY MAY DEPICT OCCUPATIONAL INDICATORS THAT DIFFER FROM THE
/ - rn 24- SCRIBE #14 IE=17.80, 8 PVC S JJ ]�� �� �- I I .� DEEDED LOT LINES. THESE INDICATORS, IF AT ALL PRESENT, MAY
S° a 2a�X2�� N. 174178.79 I J REPRESENT A POTENTIAL FOR CLAIMS OF UNWRITTEN TITLE. THIS SURVEY
x w o �� a 129�639.43 - - - - EXISTING J I I DOES NOT PURPORT TO RESOLVE SUCH ITEMS.
zs 3.81 - - - BUILDING
STORM DRAIN MANHOLE 2�' 22 �n I o 3.83 I jJJ�� I I ' Ss - I 4. FIELD WORK PERFORMED IN FEBRUARY 2023 AND SEPTEMBER 2022, UNDER
TYPE II / ��� 0 3 CD / STORM CATCH BASIN I J I ss ss SITTS & HILL JOB NUMBER 19682.
RIM=24.37 ti. ti o ti� TYPE I STORM CATCH BASIN .�
2 250 x 2a. z x ``�� RIM=21.58 I TYPE I I J ss / ss 30 5. UTILITIES AS SHOWN HEREON ARE BASED ON FIELD SURVEY OBSERVATION
IE=14.52, 18"CONC N N 2 x 22. �\ 2 3 g \ 29 IE=16.77, 8"PVC W RIM=20.81 I � ss OF UTILITY LOCATE SERVICES PERFORMED BY C-N-I LOCATES IN
IE=14.57, 18'CONC E 23- I STORM CATCH BASIN IE=17.13, 8"PVC S I IE=16.62, 6"PVC N g0, AT) �J i ss I SEPTEMBER 2022 FOR THIS SURVEY. THIS HAS BEEN SUPPLEMENTED BY
IE=14.57, 12"GONGS I J� TYPE I BEEHIVE(341.PL 88' / ss - RECORD INFORMATION PROVIDED BY CITY OF RENTON. RECORD UTILITY LINES
IE=14.82, 12"GONG SW o 227_� �� 3 IE=16.22, 8 PVC E 341. ss
e5 3 _� I I RIM=20.58 �' �' I IE=16.18, 8"PVC W �� N�T2�'26 E ' ss I I SHOWN HEREON ARE DEPICTED WITH A DASHED LINETYPE AS SHOWN IN THE
IE-17.36, 8"PVC N ss I LEGEND. UTILITIES OTHER THAN SHOWN MAY EXIST ON THE SITE. THE
STORM DRAIN MANHOLE 2 I III o I 2 2 36 DOOR 1�,� 2�15 I v ss SURVEYOR DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN
I I I\ IE=17.48, 6 PLASTIC S a AT
TYPE II �2 l� I \ a 20� so so ss 150 p0 P ) ARE IN THE EXACT LOCATION INDICATED. THE SURVEYOR DOES CERTIFY
RIM=21.94 CONCRETE �a 3x 11 z I \ \ �J °sue � ' ss ( ,26"E 150 p5 THAT THEY ARE SHOWN AS ACCURATELY AS POSSIBLE FROM FIELD SURVEY
N f - ti so ss ��°2� I AND PAINTED UTILITY LOCATE LINES. COLLECTION AND DEPICTION OF
IE=16.34, 8"PVC E SWALE W/CHANNEL DRAIN � �, �, I o.
IE=15.29, 36"CMP S THROUGH SIDEWALK �zo2 a -0 - 1 � ss N EXISTING SUBSURFACE UTILITY DATA IS CONSISTENT WITH QUALITY LEVEL B
3 -_� i -� "� so sp�l6 `� ss i Ss I I I OF THE ASCE STANDARD GUIDELINES 38-02.
/ 21.22 484 0�D n I
-� GAS G s G4 x s� �°�� �� ss �x� so I I I I ,-� 6. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A TITLE REPORT.
o � soy 7982 a sc! so EASEMENTS, ENCUMBRANCES OR OTHER RIGHTS RELATED TO TITLE MAY
TBM MAG NAIL J12 3 1. -o 20. o s ss X/ so / I I I j
N: 174099.19 P2 6,I 2 X. ogo N a� a, EXIST WITHIN THE SURVEYED AREA. THE MAPPING LIMITS EXIST WITHIN THE
E 1295578.71 x 1 2�.54 � ti S /9 so so STORM CATCH BASIN LLI Q � EXTENTS OF THE SUBJECT PARCEL. THE PARCEL BOUNDARY IS NOT
.75 &o ss So I ASPHALT TYPE II I I I LIJ M ^ ILLUSTRATED HEREON. THE PARCEL BOUNDARY CAN BE PROVIDED UPON
ELEV.•20.94 I s x 7' / z REQUEST.
�2a97 ss , So 36"DOOR "FIRE RIM=18.99 I I TPN 3340404705 I Q
SANITARY SEWER MANHOLE N �' 99 -s - so I IE=15.12, 12 "CMP E 7
TYPE II so SPRINKLER ROOM I C 7. THIS SURVEY COMPLIES WITH W.A.C. 332-130-145. THE CONTOURS
IE=15.13 12 CMP W N o DEPICTED HEREON ARE BASED ON DATA FROM DIRECT FIELD
RIM=20.74 s� l so STORM CATCH BASIN I I ' SEE SITTS & MILL PROJECT kO. 17383 I Z J
ss TYPE I LV MEASUREMENTS. SPOT ELEVATIONS ARE BASED ON DIRECT FIELD
IE=7.72, 12"GONG N o ss s RIM=20.75 I I TAN 3340404805 I Q z MEASUREMENTS AND ARE DEPICTED FOR REFERENCE. THE PURPOSE OF
IE=8.07, 12"GONG E `� � �,i1. so 1 L . 1 IE=16.80, 8"PVC N THIS TOPOGRAPHIC MAP IS TO SERVE AS A BASE MAP FOR CONTEMPLATED
IE=8.29, 10 CONIC S N S° 21.0� _ IE=16.71, 8"PVC E I I SITE IMPROVEMENTS AND DESIGN.
BLOCKED PIPE W I i x ti ) 8
tio- x I I I I
N N x TV / 20 $� 05
11
os STORM DRAIN MANHOLE I I I I I
STORM CATCH BASIN I /I 20 x 2 o TYPE 11
TYPE I SD ��- S x I RIM=21.47 I I
RIM=19.22 IE=15.21, 36"CMP N TPN 3340404785 ' '
IE=14.84, 12"CONC N I 2°6� I IE=15.02, 12"CONC S I I J� I FOUND MONUMENT
IE=15.18, 12"PVC E x tio90 06 OIL WATER SEP. SOUTH I I 4"X4" CONCRETE
IE=14.86, 12"CONC S o 2°5ax 2 I I WITH PIN
N x 'i BLOCK WALL STORM CATCH BASIN I I +)J� I DOWN 1.2' FROM SURFACE
05� TYPE 11 I 05118117
HINGTON PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD
2011
ED ON GPS OBSERVATION UTILIZING THE WASHINGTON
TE REFERENCE NETWORK (WSRN)
SURED NORTH 01°26'49" EAST BETWEEN TWO FOUND
UMENTS ALONG SENECA AVE. S.
ERTICAL DATUM
D 88
ED ON GPS OBSERVATION UTILIZING THE WSRN WITH
GEOID18 LOADED
PCRARY BENCHMARK ELEVATION = 20.94
CRIPTION: MAG NAIL # 12 LOCATED ON RAYMOND AVE. SW.
THWESTERLY OF THE SOUTHWESTERLY MOST CONCRETE
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STORM CATCH BASIN I DEVELOPMENT ENGINEERING U
TYPE II W 1 RIM=20.78 _
RIM=17.95 > 6 �q2 22ti I IE=14.88, 12"CMP E I -
Lll I 2 oa6 x IE=14 86 12"CMP W +)'�
IE=13.65, 12"CONC N o z X2� I » JJ / SAMorman 12/05/2023
„ �oIE=14.51, 12 CONC N - � �
IE=14.53, 8 CONC E Q O STORM CATCH BASIN +� ' Q W
IE=13.80, 12"GONGS Q ti TYPE II I - - R-425403 °C
IE=13.90, 12"CONC W I -d
0 � RIM=17.53 � J
IE=17.63, 24 "CMP N
IE=17.53, 24"CMP S I '�J 12TH ST• I - LEGEND 0 Lo
0/L W 3, 8 CMP W FIRE DEPARTMENT CONNECTION TPN TAX PARCEL NUMBER BOUNDARY LINE 0 00 _
OIL WATER SEP. WEST S�W° - 6 9 FOUND MONUMENT AS NOTED
+MAG NAIL 13002 '2�'26"E 54
N��° R,1) O SURVEY CONTROL POINT, AS NOTED POST INDICATOR VALVE FF FINISH FLOOR ELEVATION LOT LINE
N: 174009.84 ' - (546.10 0I IRRIGATION CONTROL VALVE - - Q Q
E. 1295760.59 - ® CALCULATED MONUMENT AS NOTED SECTION LINE Q ?�
O ASPHALT SURFACE
- SANITARY SEWER MANHOLE ❑o GAS METER - ROAD CENTERLINE 0 � � C � 0
I 0❑ STORM MANHOLE POWER CABINET a a CONCRETE SURFACE sD sD STORM DRAIN LINE � '' w �-
MAG NAIL 411 �6 ,
N: 173983.01 s�2 - ' ❑ STORM CATCH BASIN ❑o POWER TRANSFORMER Q 0
E 1295575.93 �' RIVER ROCK SURFACE ss ss SANITARY SEWER LINE �j (f5 � ' �
O STORM CLEAN OUT ®O BOLLARD o o w w w BURIED WATER LINE SHEET NO.
ELEV.•20.03 + �`� ' - LEGAL DESCRIPTION o0 GATE POST GAS Gas BURIED GAS LINE
FOUND MONUMENT - LOT 6 THROUGH 16, INCLUSIVE, BLOCK 28, C.D. HILLMAN'S EARLINGTON ROOF DRAIN 1 OF 1
CONCRETE WITH PIN I - ' GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NO. 1, ACCORDING TO M WATER VALVE ❑ TELEPHONE RISER BP BP BURIED POWER LINE
DOWN 0.9' FROM SURFACE / THE PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 74, IN KING ® WATER METER OT COMMUNICATIONS MANHOLE TEL TEL BURIED TELECOM. LINE PROJECT NO. M
05/18/17 1 ' - COUNTY, WASHINGTON
� FIRE HYDRANT r SIGN Fo FIBER OPTIC LINE 19682
0 WATER VAULT 0 DECIDUOUS TREE CHAIN LINK FENCE