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GE 23.53
12" CPP NW 20.08
cn x 12' CPP N 20.08
NO 15" CPP S 19.83
PAWING
NO PARKING SIGN
SIGN
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7' METAL FENCE
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CB, TYP E I
GE 24.01
15" CPP IN 19.28
15" CPP S 19.12
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UTILITY EASEMENT. REC.
NO. 20090212000647
P
►
FD R/C
CULVERT, 12" CPP BHA 36798
IE NORTH END 24.08
IE SOUTH END 23.61
CULVERT, 12- CPP
IE NORTH END 24.35 f
(D
IE SOUTH END 23.64
3S TALL RETAINING WALL
4t
METAL FENCE
GENERAL NOTES:
Pis
1, HORIZONTAL DATUM: NAD 83/91, BASED ON CITY OF RENTON SURVEY
CONTROL NETWORK, POINTS 1551 (318" BRASS PLUG IN MONUMENT CASE
c�
L
cq , IN CENTERLINE LIND AVE SW AT SW 23RD ST) AND 1881 (3,5" BRASS DISK
Cq (n
IN TOP EAST END OF CONCRETE RAILING ON NORTH SIDE OF SW 16TH
' ..'! '� I s' ¢ STREET BRIDGE, JUST WEST OF INTERSECTION SW 16TH ST AND OAKESDALE
f AVE SW) INVERSE N40 -58'53"W, 3375.06'
2. VERTICAL DATUM; NAVD, 1988
p
w" 0
0
CITY BENCH MARK: POINT 1881, SEE DESCRIPTION ABOVE,
L z
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air At
CS TYPE 2 ELEVATION = 24.16'
GE 24.69
FD k1C
BHA 30798
f 5o CPP N 18.38
f 3 i ' NO
PARKING 15" CPP S 18.35 SITE BENCH MARKS: MONUMENT IN CASE ON THE MONUMENT LINE 3'
SIGN NO PARKING SIGN NORTH OF THE CENTERLINE OF SW 27TH ST AT THE INTERSECTION WITH
3
NACHES AVENUE, BEING A 4" X 4" CONCRETE MON WITH 3"' BRASS DISK,
0.4' BELOW RIM, ELEVATION 25.06'
d
k
f
TACK IN LEAD AT BACK OF CONCRETE WALK AT NORTH SIDE OF GRAVEL
rig 25 2w METAL cn ROAD LEADING WEST FROM CUL-DE-SAC AT SOUTH END NACHES AVENUE,
POS
Alf ELEVATION 29.77'
3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD
SURVEY OF OBSERVABLE FEATURES AND UTILITY LOCATE PAINT MARKS
cn ## � iI-., i .._. .. �` ',SUPPLIED BY APPLIED PROFESSIONAL SERVICES (APS). THE SURVEYOR
MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH
f . UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.
THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND
I UTILITIES ARE IN THE EXACT LOCATION INDICATED, BUT ARE LOCATED AS
t - --- -- ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.
SS MH
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4. FIELD WORK FOR THIS SURVEY WAS PERFORMED IN
RIM 25.38
x So PVC S 17,13 DECEMBER 2014 AND JANUARY 2015. MONUMENTS SHOWN AS FOUND WERE
as* POP MP
So Pvc W 16.90
VISITED AT THAT TIME.
a, PVC N 16.78
CIS Iss X
Q
5. THE SURVEY DEPICTED HEREIN WAS PERFORMED BY FIELD TRAVERSE
FID R/C
DHA 36798 METHODS, EMPLOYING A LEICA 1201 TOTAL STATION, THE RESULTS OF
CO. rePE 2
CSJ TYPE 2
WHICH MEET OR EXCEED THE LINEAR CLOSURE REQUIREMENTS SPECIFIED BY
GE 24.83 GE 25-49
W CPP!W 1&32 f WAC 332-130-090. SAID TOTAL STATION HAS A STANDARD DEVIATION OF
o CTNY60 12* CPP W 18.17
CTNWD 12o CPP E 18.21 x 15" CPP N 17.62
I so CPP S 1737
1 SECOND FOR A HORIZONTAL ANGLE MEASUREMENT AND A STANDARD
DEVIATION OF 2MM+2PPM FOR A DISTANCE MEASUREMENT. SAID TOTAL
CTNWD
STATION HAS BEEN MAINTAINED IN ACCORDANCE WITH MANUFACTURER'S
28' C7NWD
3.5- TAU RETAINING WALL RECOMMENDATIONS AND COMPARED AND ADJUSTED (AS NECESSARY) TO A
ell
01 CTN WDt NATIONAL GEODETIC BASELINE, WITHIN THE PAST YEAR.
'r METAL FENCE
FD 5/8' R/C X
N89'59'23"E 271.24' PERTM LS 26252
--- - - - - - - - - - - - - - - - - - - -
A-- 6`39'33 FO 5/�11 FD LD/`TK t i,
PEIM ��c
26252
BENCH MARK
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,-34.72'--�01
�IZVAMON 29.77 -
GRAVEL ROAD
L= 10. 10'
-- - -- - - - - - ----- - - - - - - - - - - - - - - - - - - - - - - - S52*55'21 "E
- - - - - - - - - - - - - - - - - --
E) e E) 44.83' SS MH
CH' RIM 26.04
0
S' TAU. AIN LINK FENCE W/IBARSED WIRE p I? -
FD 1/2w R/C , X � UTILITY EASEMENT, REC. So PVC SW 17.45
G
TRIAD LS 22335 0
70 -0 NO. 20090219000647 So PVC N 17.37
0 C.
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FD. NAILPAG DEC.
LS 14B2
f I 1 CB, TYPE 2 CO. TYPE I
GE 29.08 1, 1
GE 25.92 SD MH
RIM 26.53
12' CPP W 20.58 12* CPP 5 23.3 0.
I $o cpp N 17.03
I:r CPP E 20.57 b -3; 10 \ r
",J 06) So CPP Sw 18.89
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CB, TYPE 2 NO PARK 0
PARKING
GE 29.18
A--77*46'27"
12* CPP W 19.41
12" CPP NW 18.10 ASP : HAL -T R=30.00'
III 12* CPP SE 18.16,
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37.65
SS MH
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aw PVC
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30D -SOLID LID 26,
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CONC WALK SS Will _:ISO To W16.
19"OP NE 16,57
GATE 21.
CE ce, TYPE 2 PVC4 18.7 18" CPP S 1647 7' METAL FENCE
300 193
I'SS MM 4 CHAIN I INK
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RIM 27.85 CIS, TYPE 2
GE 27-36
GE 28.88''
an Pvc Nw mes
Jt"-,cPP"-w,ie-as8.1 2.6' TALL RETAINING WALL
SS MH - So PNC w Is.65 - - 151 CPP7'W 17,11 1 8W, CP EL 111.87
FUm 27-96 p P
8' PVC W 19.21 80 PVC 15!. CP !�,17.13- -2-""
j: 18.83
0
84 PVC E 19.31 ", L, .1, F
CO. TYPE 2 Iljj in. W�
GE 27.65
12" CPP SE 17.61 .. ....
12" CPP 14W 17.53
115' CPP E 17.38
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1NHPacific
12100 NE 195th St, Ste 300
Bothell, WA 98011
425-951-4800 Fax 425-951-4808
www.whpacific.com
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
L4A BY: f
Date: of -'a
BY:
BY:
Bylk
Date: -
Date:
Date:
SHEET INFO
SURVEYED
WHP
DRAWN
TTW
CHECKED
tTj
APPROVED
CD
LAST EDIT
6/2/2015
PLOT DATE
612/2015
SUBMITTAL
m
SCALE
30 0 15 30 60
FEET
1 INCH = 30 FT.
EXISTING CONDITIONS SURVEY
RYAN COMPANY & ym-% CITY OF
LONGACRES BUSINESS CENTER mL
RENTON
PROJECT NUMBER DRAWING FILE NAME SCALE
P0006568W 0009197-V-BM02-COR-DATUM 1 ff=30'
9, .
I SHEET NUMBER
TP1.2
4 of 28
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