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A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP
23 NORTH, RANGE 05 EAST, W.M., KING COUNTY, WASHINGTON
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LEGEND
STORM MANHOLE
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S FOUND MONUMENT AS NOTED
TYPE II
RIM=20.31
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0° CALCULATED MONUMENT POSITION
IE=14.71, 12"CMP(E)
I IE=14.52, 12 CMP(N)
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0 SANITARY SEWER MANHOLE
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IE=14.66, 12"CMP(W)
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LADDER SOUTH
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❑ STORM CATCH BASIN
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STORM CATCH BASIN
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TYPE 11 I
RIM=18.98
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IE=15.18, 12"CMP(E)
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MAILBOX
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RIM=19.86
TAX PARCEL NUMBER
I-- •,1 _ I ss i ss ' so / IE=15. 56, 12 "CMP(W) TP N
O I I I 'ss so L �0 IE=15.66, 12"CPP(E) BOUNDARY LINE
_ s so IE=15.66, 12 "CMP(S)
J I ' ' SS N so I I SD SD STORM DRAIN LINE
_ _ I ss so _ 0 "\ APPROX. LOCATION ss ss
z I �t _ ' I ss ss so so ' ��0. / / i i _` \ g OF RECORD STRUCTURE SANITARY SEWER LINE
_ SS T SD 'yT NOT LOCATED FOR -oHP- OVERHEAD POWER LINE
/� + I _ ' ss i ss (150 00 pLA) - so / X 1g i ' j _ - ' ' ' \ I �' I THIS SURVEY WOOD FENCE
rr ' so __---so 2� / / _�� i-/ ��' �'� I I --0 r�
Q I 13 _ _ /SS /ss -so / �20 21 �I�' 1 I I---W--- W--- w - - -w- RECORD WATER LINE
^ I _ 'S5 -sD ���'
I..L 'ss ss S 2 "E 0' S-/- �- - _ - _ �� I I I I ASPHALT SURFACE
I sD - so __--so
6 15 j _ _ -22 // j I I I
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I ss SD �-
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s SD W GRAVEL SURFACE
(� �55 ass SD _-__ - __- ___-23- _ _- - _ - I � � I I
SD - - -� �' / / I I U
I--� NOTES HORIZONTAL DATUM
ss SS so - so _ _ _ I _ / 6* H� WTI ORV I �� I
ss - so �0 x _ - -' _ _ - _ _ _ _24- _ - _ \ II i / / i I o U) 1. EQUIPMENT USED: TOPCON QS AND/OR CARLSON CR2+ CITY OF RENTON HORIZONTAL DATUM
ss so - -_ _ L _ - _ _ _ = _ _ _ _ - = - - - - _ - _ -I _ _ - - - \ / I ROBOTIC TOTAL STATION AND TOPCON GR3 RTK/GPS PUBLISHED MONUMENTS:
so so g _ _ _ _ _ - - _ _ - - _ - -- _ \ I 1 I / / I I I 1895: MONUMENT IN CASE, 2" BRASS DISK AT THE
/ X / _ _ \ I I I o 2. THIS SURVEY WAS PERFORMED BY FIELD TRAVERSE WITH INTERSECTION OF SW 16TH & LIND AVE S.W.
1g 2 x T _ - / _ _ - _ _ - - _ ���"` - - - - - - \ I \ I I I I / / rn I THE FINA( RESULTS MEETING OR EXCEEDING THE CURRENT N:173116.818 E: 1296615.729
o TRAVERSE STANDARDS CONTAINED IN W.A.C. 332-130-090. 754: MONUMENT IN CASE, 3 BRASS DISK IN 4 X4 CONC. BASE
05 x1�1 �j j' _ / / \ I \ \\ \ \ I 1 / I Q ALL MEASUREMENTS WERE MADE WITH A TOPCON QS AT THE INTERSECTION OF SW 7TH ST. & SENECA AVE. S.E.
0.0 U) ROBOTIC TOTAL STATION IN ACCORDANCE WITH THE N: 175920.403 E: 1295981.995
I� _%� / /% � /I �' � � � - %\\ \\ \\ 11 x � n EQUIPMENT MANUFACTURERS SPECIFICATIONS. VERTICAL DATUM
I I r - \ I \\ \ 1 I
I I'-- --- I \ x S� I \ \ \ \ \ I o TPN 3340404705 N 3. IN ACCORDANCE WITH THE REVISED CODE OF WASHINGTON NAVD 88
c, g 5 \ 1 I N (R.C.W.) 8.09 AND THE WASHINGTON ADMINISTRATIVE CODE
I I � -� I / / x 2 g x �g / I I \\\ I \ N I 1 I I I (W.A.C.) 332-130, THIS SURVEY MAY DEPICT OCCUPATIONAL BASED ON CITY OF RENTON PUBLISHED INFORMATION
0 o I I I 0� / \I I 1 I 1 I INDICATO S THAT DIFFER FROM THE DEEDED LOT LINES. 1895: MONUMENT IN CASE, 2 BRASS DISK AT THE
x0 / I 1 I 1 I N THESE I DICATORS, IF AT ALL PRESENT, MAY REPRESENT A INTERSECTION OF SW 16TH &LIND AVE S.W.
POTENTIAL FOR CLAIMS OF UNWRITTEN TITLE. THIS SURVEY PUBLISHED ELEVATION = 25.69
DOES NOT PURPORT TO RESOLVE SUCH ITEMS.
X3'� ALIDE� I II 20 TEMPORARY BENCHMARK ELEVATION = 19.80
I I 0 4. FIELD W RK PERFORMED IN MAY 2017 AND AUGUST 2018, DESCRIPTION: MAG NAIL ON S.W. 12TH ST. S.E. OF SITE APPROX.
3340404805 / X/ / // \ I I I I I UNDER ITTS & HILL JOB NUMBERS 17383 & 17668. 58' EAST OF THE FIRE HYDRANT NEAR THE S.E. SITE CORNER
\► I I I I SITE DATA
x 2 - - -xe / I / I �, I I o 5. UTILITIE AS SHOWN HEREON ARE BASED ON FIELD SURVEY
`; _ , I / x Jyx / Y I I I OBSERV TION ONLY. NO UTILITY LOCATE SERVICES WERE TAX PARCEL N0. 3340404805
X L� _ _ _ , _ _ I I I I I PERFORMED FOR THIS SURVEY. UNDERGROUND UTILITIES RD ADDRESS: 620 . 3 40412T80ST. RENTON
I rn I I I I \ \ `\ \ \ I \ \ \ \ lg 1 �g _ - _29' - - �' - - - - - - - ' ' ' I I I I I I o INFORMATION FROM THER THAN E HEOCITY WN MOF RENTON G SAY EXIST. ITWEBS TEED OWAS LAND AREA: 14,694t S.F.; 0.34t ACRES
o l l l l l l \ __ _x ---_ I _ CONCRETE I
\ RET. WALL - '�' ' ` I I I � USED T SUPPLEMENT RECORD UTILITY INFORMATION. LEGAL DESRIPTION
I I I I I I �� g \� � \�--_-------28. _�' -___ �\ I
w I I I I �� - - - - - - _ _ _ _ _ �5 125- I I I I 6. SITTS HILL ENGINEERS, INC. HAS PERFORMED THIS
I x �5. / \ I I N I I N SURVEY WITHOUT BENEFIT OF A TITLE COMMITMENT. (PER STATUTORY WARRANTY DEED RECORDED UNDER NO.
_ - - - - - - -26' �� _ _ I \I I I I RIGHTS PERTAINING TO TITLE ISSUES SUCH AS EASEMENTS 20170421001018 RECORDS OF KING COUNTY)
x� �� -� \ I I AND ENCUMBRANCES ARE NOT SHOWN HEREON.
- -- - _ 2 ��_ - -24- -� I LOTS 21 22, 23 24 AND 25, BLOCK 28, C.D. HILLMAN'S EARLINGTON
� I -- -X,-- \ I
I I I I I I 6 �25 x / _ _ _ GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NO. 1,
I I I I I< I / // -' 1 \ 7 �g j� 1g STORM CATCH BASIN ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF
RIM=19.67 PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON.
I I I I I �x I x 2�'� / // / - _ \ I 0 I o IE=16.32, 24"CMP N 20" SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
II I 2 �X2� // \ SI II \IINx
/� x" �° I I ) 6� I E=16.52, 8 CPP, S 01
TPN J340404785 i / 10 x 1
I I III° / \ \I
- - - - - 2 � _ � � ,_ � ���o REFERENCES
I �� _ - - - -- - - - / / �,� I - 22 \ I 5� o x1° g. oHP 1. RECORD OF SURVEY REC. NO. 20000324900009
2. RECORD OF SURVEY REC. NO. 8403099002
�0 - - - - - �23� I x �� _ / / /5 . x 0 o SITE T.B.M.
2 OOx1g \ ��� 0 g5 MAG NAIL 3. PLAT OF C.D. HILLMAN'S EARLINGTON GARDENS ADDITION TO THE
x X 1 -oHP' 9 5 N: 174051.16
0 CITY OF SEATTLE, VOL. 17, PAGE 74
i ,•� - _ _ 111 I / - °HP E. 1295963. 40
g I \ \ oHP- 1° �0 o ELEV.' 19.80 FOUND MONUMENT 4. STATUTORY WARRANTY DEED RECORDED UNDER N0. 20170421001
I 0 o / 6g 55 4"X4" CONCRETE 5. KING COUNTY ASSESSOR MAP FOR THE N.W. 1 4 OF 19-23-05
I I \�-_--------22I---�`l- /�� �f I' x�0 _ 10 / WITH PIN I /
�\ J/ - - j I \ l P \ -w�� �� / 20 o w - - x��`�� w -� DOWN 1.2' FROM SURFACE i - �-
x �0 . \ I I / 0H ` 1 Y \ 3 _ w _ V
w 05�18117 _
5 \I __---21----- _-- I / �x 06 150.03 oHP-'-- `� ����w-_ / - -
I
jj-`�/ OHP- -20 Flo �, W--- o SITTS & HILL
- (150.p0' PLAT) -°HP J- -_W -w ENGINEERS, INC.
\ \ _� � 1V1
Y_ +' �70! _w-' t�
I_ oHP if - ' w - W _ _ I � of WA CIVIL CIVIL STRUCTURAL SURVEYING
l\ �O 2�\ _J / / \ > x g 6 P" -�� 4815 CENTER STREET TACOMA, WA. 98409
OH I - w _, I / / ' _`L0 / PHONE: (253) 474-9449 I FAX: (253) 474-0153
QN0 w - _ /� G http://www.sittshill.com/
OHP
/ I �� -20 �-" oy ; \ �� x'� 06 ��'s �GIsTEg�� 4a�' Project No.: 17668 Project Mgr.: KH
- - - - - _ OHP v, AL LAN
- - - - - w - \ o Prol. Engineer: MBK Prot. Drafter: JMW
- - - �- ore W - _ _ w 3 / / 50 11 09 2018
oHP ` - - _ _ W - - ' T H ST . 'l l Oyo ' /
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��_�w---w- �g.�� IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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a, _ _ - N 174009.845 3 _ 0' R- 10 00 /
N o I 1295760.59 ' (546'1 ' 0 ��11
I��G NAIL / g -� -
_ _ W � I �- � 1 ' �tiA � - NORTH
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M g 15 w _ - - W - I N: 174009.87 0� 1 - 1 ( x T. /
_ w E. 1295760.62 HORIZONTAL SCALE: 1 "=10' O
\N I ELEV. 19.34 3 10 0 10 20
EXISTING CONDITIONS/TOPOGRAPHY PLAN
FOUND MONUMENT II x10 °� I °�e ; SCALE:1"=10'
CONCRETE WITH PIN I _ SURVEYED: SCALE: DATE: Z
DOWN 0.9' FROM SURFACE x "1Q , _ ' / VERTICAL: NAVD 83/1 W SA DA PARKING LOT -
05/18/17 AS NOTED HORIZONTAL: NAD 1983/1991 CITY OF
011 3 DESIGNED: FIELDBOOK:
- 0011
�� • 01811' DRAWN: KH ' RENTON oC
PAGE:
JMW ONE INCH DATUM NW0• DRAWING N0: Q
tW by slness days CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. EXISTING CONDITIONS/TOPOGRAPHY PLAN Co. 1 �
pI NOT ONE INCH
bef you dig x � 0 �0 APPROVED: B K SC re ALE ACCORDINGLY SHEET: OF:
/ I y g NO. REVISION BY DATE APPR KH (PRIVATE &PUBLIC) 3 25 Q
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